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9/29/2025 1:28:47 PM
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6/28/2022 12:56:17 PM
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CM City Clerk-City Council
CM City Clerk-City Council - Document Type
Agenda
Document Date (6)
6/6/2022
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Reso 2022-079 Halcyon crossing
(Amended)
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\City Clerk\City Council\Resolutions\2022
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xx3C4CTCC4C33CTCW(S)E(N) <br />AS A 120V TO 240V ADAPTER. <br />FOR 240V TO 240V IS PROVIDED AS WELL <br />PORTABLE GENERATOR EXTENSION CORD <br />25’ <br />25’ <br />25’ <br />TO BE VERIFIED BY FIELD <br />OFFSET AND ISLAND DISTANCES 4’3"4’3"TRK 1 ISLAND DISTANCE 274’ MINIMUM 120’ REQUIRED <br />PREFERRED ISLAND WIRE CONNECTIONS <br />ARE A MINIMUM 50’ FROM EDGE OF ROADCONNECTS TO M.P. 17.59 LENGTHS SHOULD NOT EXCEED MANUFACTURER’S CONNECTS TO M.P. 16.61 3412565656HALCYON DRIVETO NEWARK TO 10TH STREET 11’5"22’6"TRANSMITTER AND RECEIVER LEADS <br />TOP OF FOUNDATION TO BE AT SAME ELEVATION <br />AS THE SURFACE OF THE TRAVELED WAY & NO <br />ALL LIGHTS TO BE 12" ROUNDELS. <br />LIGHTS: <br />NOTES: <br />ALL TRACK WIRES 2C. #6 <br />INSULATED 1 TWIST PER FT. <br />RECOMMENDATION. <br />WIRE TO BE #6 AWG FLEX OR LARGER. <br />REFER TO UP STANDARD DWG FOR BUNGALOW GROUNDING. <br />ALL WIRING IN GATE MECHANISM TO BE #10 "AWG FLEX". <br />4" X 600’ CONDUIT <br />=TWISTED WIRES <br />MORE THAN 4" ABOVE THE SURFACE OF THE GROUND. <br />ALL BUNGALOW WIRING TO BE #16 AWG FLEX <br />UNLESS OTHERWISE SPECIFIED EXCEPT ALL GROUND <br />= = = = = = <br />156HZ4CCCCT"B"34xx"D"CTxx = BELL <br />7.1kHZ <br />LED LIGHTS <br />TO BE SEPARATED BY AT LEAST 12" IN TRENCH,11’2"11’11’SIGNAL DESIGN <br />THE OFFICE OF <br />AUTHORITY FROM <br />MADE WITHOUT <br />ARE NOT TO BE <br />MODIFICATIONS <br />CIRCUIT <br />PRIME WARNING TIME = 28 SECONDS <br />PREEMPT WARNING TIME = 46 SECONDS <br />NEW SHEET6’12567897821"F"5621"G"785615’6’W <br />A <br />SH <br />ING <br />T <br />ON <br /> <br />AV <br />E <br />NU <br />E <br />84’+SIDEWALK10’xx3412"I"xx1234"H"2’3"15’ <br />15’2’3"30’ M.P. 17.59 <br />HESPERIAN BLVD. <br />R/B R/B <br />86HZ <br />NBS <br />348HZ <br />NBS <br />GCPGCP <br />DAX TO WASHINGTON AVE. <br />86HZ <br />8.3kHZ <br />86HZ <br /> SEMI-BI <br />CL NBSI.J. <br />4,194’ <br />LEWELLING BLVD. <br />DAX TO <br />138’+ <br />640 <br />NBS 285HZ <br />NBS <br />NBS <br /> M.P. 15.50 <br />MARINA BLVD. <br />X RB <br />NBS <br />86 HZ <br />NBS <br />156 HZ <br />NBS <br />285 HZ <br />NBS <br />430 HZ <br />1600’ D.T.L. <br />156WL <br />P.S. <br />20’1,029’ <br />640 <br />GCPGCP <br />DAX TO WASHINGTON AVE. <br />970HZSEMI-BI <br />285HZ <br />DAX TO CASTRO ST. <br />DAX TO WILLIAMS ST. <br />M.P. 15.65 <br />I.J. <br />GCP <br />10.0kHZ <br />430HZ <br />R/B R/B <br />CL <br />17.5kHZ <br />HOUSE <br />REMOTE <br />4’X4’ <br />DAX TO ALVARADO ST. <br />GCP <br />M.P. 16.61 <br />WASHINGTON AVE. <br />R/B R/B <br />W/ 4,000’ DTL <br />3.24kHZ <br />GCP GCP <br />1T2/W(S)TB1T1/W(S)TN2T1/E(N)TB2R12T2/E(N)TN2R21 2 <br />POK <br />6’X8’ <br />I.J. <br />E(N)T <br />W(S)T <br /> <br /> 1R21R1DAX A TO WASHINGTON AVE. <br />DAX A OFFSET = ’SIDEWALK= GCP TO OPERATE IN SEMI-BI <br /> DIRECTIONAL MODE. USE TAB 627 <br />COUPLER. <br />INSULATED JOINTS. <br />TRANSPOSED ACROSS ALL <br />ENSURE TRACK POLARITY IS= 10’11’11’11’APPROACH <br />BLVD. <br />LEWELLING <br />CL <br />568’2,198’ <br />= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = <br /> <br />= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = <br />+4,724’ <br />+5,395’ <br />PRE-DAXPRE-DAX <br />PRE-DAX TO HALCYON DRIVE <br />5,911’ 25+5+5(C.T.)+16(PRE) SEC. @ 79 M.P.H.@ 79 M.P.H. <br />5,911’ 25+5+5(C.T.)+16(PRE) SEC. <br />PRE-DAX TO HALCYON DRIVE <br />157’+ <br />Date: <br />Des: <br />Chk: <br />AFE: <br />Sh.: <br /> <br />DOT <br /> <br />MP: <br />ID: <br />10/27/20 <br />PRS <br /> <br />55071 <br />1 <br />749744E <br />16.74 <br />SAN LEANDRO, CALIFORNIA <br />HALCYON DRIVE <br />NILES SUBDIVISION <br />Omaha, Nebraska <br />'2007 UnionPacificRailroad <br />'2007 UnionPacificRailroad'2007 UnionPacificRailroad <br />'2007 UnionPacificRailroad <br />Office of AVP Engineering - Signal <br />UNION PACIFIC RAILROAD <br />09221674.1X <br />Modification Level <br />Q.A. Last Level Checked <br />Last Level Mod This Typical <br />Last Level by Designer <br />Changed From Typical? <br />Rev <br />DV <br />DV <br />DV <br />Y <br />09.23.16 4K 4GTYP.1 <br />Designed: <br />Rec#:WO#: <br />IS:/ <br />/// <br />10/27/20 <br /> <br />INSTALL FLS/GATES/ <br />CANT/CWT AND <br />PREEMPTION AT <br />HALCYON DRIVE <br />M.P. 16.74 <br /> 55071 <br /> <br />KPMPRS <br /> = = = = = = = = = = = = = = = = = = = = = <br /> = = = = = = = = = = = = = = = = = = = = = = = = 4’3"4’3"2,573’ <br />NBS <br />NBS <br />156 HZ <br />15’ <br />CANT "G": 20’ <br />CANT "F": 32’ <br />CANT "E": 18’ <br />TS <br />TM 10"E""A""C"NBS <br />156HZ <br />156HZ <br />86HZ <br />T1 DAX A WARNING TIME = 42 SECONDS <br />(E(N)) <br />167 <br />A B <br /> A <br />(W(S)) <br />166 <br />CL <br />(W(S)) <br />150 <br />211HZ <br />NBS <br />APPROACH <br />AVE. <br />GRANDE <br />PASEO <br />4. ALLOCATE FOR NEW IXS UNIT (TAB 116A) <br /> FROM NEW EDGE OF TRAVELED WAY <br />3. SIGNAL 166/167 TO BE RELOCATED TO 50’ <br />2. ADD BACK FLASHERS TO GATE C <br /> REMAIN IN PLACE <br />1. EXISTING CANT "E" AND GATES "A" AND "C" TO <br />CONSTRUCTION NOTES: <br />** <br />* <br />*= FIELD VERIFY <br />4. ALLOCATE FOR NEW IXS UNIT (TAB 116A) <br /> FROM NEW EDGE OF TRAVELED WAY <br />3. SIGNAL 166/167 TO BE RELOCATED TO 50’ <br />2. ADD BACK FLASHERS TO GATE C <br /> REMAIN IN PLACE <br />1. EXISTING CANT "E" AND GATES "A" AND "C" TO <br />CONSTRUCTION NOTES: <br />** <br />* <br />*= FIELD VERIFYxx3C4CTCC4C33CTCW(S)E(N) <br />AS A 120V TO 240V ADAPTER. <br />FOR 240V TO 240V IS PROVIDED AS WELL <br />PORTABLE GENERATOR EXTENSION CORD <br />25’ <br />25’ <br />25’ <br />TO BE VERIFIED BY FIELD <br />OFFSET AND ISLAND DISTANCES 4’3"4’3"TRK 1 ISLAND DISTANCE 274’ MINIMUM 120’ REQUIRED <br />PREFERRED ISLAND WIRE CONNECTIONS <br />ARE A MINIMUM 50’ FROM EDGE OF ROADCONNECTS TO M.P. 17.59 LENGTHS SHOULD NOT EXCEED MANUFACTURER’S CONNECTS TO M.P. 16.61 3412565656HALCYON DRIVETO NEWARK TO 10TH STREET 11’5"22’6"TRANSMITTER AND RECEIVER LEADS <br />TOP OF FOUNDATION TO BE AT SAME ELEVATION <br />AS THE SURFACE OF THE TRAVELED WAY & NO <br />ALL LIGHTS TO BE 12" ROUNDELS. <br />LIGHTS: <br />NOTES: <br />ALL TRACK WIRES 2C. #6 <br />INSULATED 1 TWIST PER FT. <br />RECOMMENDATION. <br />WIRE TO BE #6 AWG FLEX OR LARGER. <br />REFER TO UP STANDARD DWG FOR BUNGALOW GROUNDING. <br />ALL WIRING IN GATE MECHANISM TO BE #10 "AWG FLEX". <br />4" X 600’ CONDUIT <br />=TWISTED WIRES <br />MORE THAN 4" ABOVE THE SURFACE OF THE GROUND. <br />ALL BUNGALOW WIRING TO BE #16 AWG FLEX <br />UNLESS OTHERWISE SPECIFIED EXCEPT ALL GROUND <br />= = = = = = <br />156HZ4CCCCT"B"34xx"D"CTxx = BELL <br />7.1kHZ <br />LED LIGHTS <br />TO BE SEPARATED BY AT LEAST 12" IN TRENCH,11’2"11’11’SIGNAL DESIGN <br />THE OFFICE OF <br />AUTHORITY FROM <br />MADE WITHOUT <br />ARE NOT TO BE <br />MODIFICATIONS <br />CIRCUIT <br />PRIME WARNING TIME = 28 SECONDS <br />PREEMPT WARNING TIME = 46 SECONDS <br />NEW SHEET6’12567897821"F"5621"G"785615’6’W <br />A <br />SH <br />ING <br />T <br />ON <br /> <br />AV <br />E <br />NU <br />E <br />84’+SIDEWALK10’xx3412"I"xx1234"H"2’3"15’ <br />15’2’3"30’ M.P. 17.59 <br />HESPERIAN BLVD. <br />R/B R/B <br />86HZ <br />NBS <br />348HZ <br />NBS <br />GCPGCP <br />DAX TO WASHINGTON AVE. <br />86HZ <br />8.3kHZ <br />86HZ <br /> SEMI-BI <br />CL NBSI.J. <br />4,194’ <br />LEWELLING BLVD. <br />DAX TO <br />138’+ <br />640 <br />NBS 285HZ <br />NBS <br />NBS <br /> M.P. 15.50 <br />MARINA BLVD. <br />X RB <br />NBS <br />86 HZ <br />NBS <br />156 HZ <br />NBS <br />285 HZ <br />NBS <br />430 HZ <br />1600’ D.T.L. <br />156WL <br />P.S. <br />20’1,029’ <br />640 <br />GCPGCP <br />DAX TO WASHINGTON AVE. <br />970HZSEMI-BI <br />285HZ <br />DAX TO CASTRO ST. <br />DAX TO WILLIAMS ST. <br />M.P. 15.65 <br />I.J. <br />GCP <br />10.0kHZ <br />430HZ <br />R/B R/B <br />CL <br />17.5kHZ <br />HOUSE <br />REMOTE <br />4’X4’ <br />DAX TO ALVARADO ST. <br />GCP <br />M.P. 16.61 <br />WASHINGTON AVE. <br />R/B R/B <br />W/ 4,000’ DTL <br />3.24kHZ <br />GCP GCP <br />1T2/W(S)TB1T1/W(S)TN2T1/E(N)TB2R12T2/E(N)TN2R21 2 <br />POK <br />6’X8’ <br />I.J. <br />E(N)T <br />W(S)T <br /> <br /> 1R21R1DAX A TO WASHINGTON AVE. <br />DAX A OFFSET = ’SIDEWALK= GCP TO OPERATE IN SEMI-BI <br /> DIRECTIONAL MODE. USE TAB 627 <br />COUPLER. <br />INSULATED JOINTS. <br />TRANSPOSED ACROSS ALL <br />ENSURE TRACK POLARITY IS= 10’11’11’11’APPROACH <br />BLVD. <br />LEWELLING <br />CL <br />568’2,198’ <br />= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = <br /> <br />= = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = <br />+4,724’ <br />+5,395’ <br />PRE-DAXPRE-DAX <br />PRE-DAX TO HALCYON DRIVE <br />5,911’ 25+5+5(C.T.)+16(PRE) SEC. @ 79 M.P.H.@ 79 M.P.H. <br />5,911’ 25+5+5(C.T.)+16(PRE) SEC. <br />PRE-DAX TO HALCYON DRIVE <br />157’+ <br />Date: <br />Des: <br />Chk: <br />AFE: <br />Sh.: <br /> <br />DOT <br /> <br />MP: <br />ID: <br />10/27/20 <br />PRS <br /> <br />55071 <br />1 <br />749744E <br />16.74 <br />SAN LEANDRO, CALIFORNIA <br />HALCYON DRIVE <br />NILES SUBDIVISION <br />Omaha, Nebraska <br />'2007 UnionPacificRailroad <br />'2007 UnionPacificRailroad'2007 UnionPacificRailroad <br />'2007 UnionPacificRailroad <br />Office of AVP Engineering - Signal <br />UNION PACIFIC RAILROAD <br />09221674.1X <br />Modification Level <br />Q.A. Last Level Checked <br />Last Level Mod This Typical <br />Last Level by Designer <br />Changed From Typical? <br />Rev <br />DV <br />DV <br />DV <br />Y <br />09.23.16 4K 4GTYP.1 <br />Designed: <br />Rec#:WO#: <br />IS:/ <br />/// <br />10/27/20 <br /> <br />INSTALL FLS/GATES/ <br />CANT/CWT AND <br />PREEMPTION AT <br />HALCYON DRIVE <br />M.P. 16.74 <br /> 55071 <br /> <br />KPMPRS <br /> = = = = = = = = = = = = = = = = = = = = = <br /> = = = = = = = = = = = = = = = = = = = = = = = = 4’3"4’3"2,573’ <br />NBS <br />NBS <br />156 HZ <br />15’ <br />CANT "G": 20’ <br />CANT "F": 32’ <br />CANT "E": 18’ <br />TS <br />TM 10"E""A""C"NBS <br />156HZ <br />156HZ <br />86HZ <br />T1 DAX A WARNING TIME = 42 SECONDS <br />(E(N)) <br />167 <br />A B <br /> A <br />(W(S)) <br />166 <br />CL <br />(W(S)) <br />150 <br />211HZ <br />NBS <br />APPROACH <br />AVE. <br />GRANDE <br />PASEO
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