SCRRA NO 8 TURNOUT BILL OF MATERIALS & DRAWING
SCRRA NO 8 TURNOUTBILL OF MATERIALS & DRAWING NUMBERSFROG NUMBERNO 8HANDLHRH2801-02TURNOUT LAYOUTDRAWING NO2801-01BILL OF MATERIALSDRAWING NO2801-112801-12FROGDRAWING NO2801-302801-30FROG PACKDRAWING NO2801-312801-32GUARD RAIL TURNOUTDRAWING NO2801-332801-33INSULATED RAIL ASSEMBLYLENGTH22’-0"22’-0"INSULATED RAIL ’-0 9’-0"RAILLENGTH20’-11"20’-11"NOTES:1. ENTIRE TURNOUT TO BE FABRICATED FROM 136 LB HEAD HARDENED RAIL.2. LOCATIONS OF INSULATED JOINTS ARE AS SHOWN ON ES2801-01 & ES2801-02. IT WILL BE SATISFACTORYTO RELOCATE THE INSULATED JOINT IN THE FIELD UP TO 12" SO AS TO PROVIDE A SUITABLETIE SCREWS TIMBER2355QUANTITY LISTED737737TIE PLATE PANDROL2454QUANTITY LISTED102102E-CLIP PANDROL E20552362QUANTITY LISTED300300PANDROL JOINT CLIP E20632361QUANTITY LISTED88SUSPENDED JOINT, PROVIDED THE STAGGER OF THE INSULATED JOINTS DOES NOT EXCEED 4’-6".SUSPENDED INSULATED JOINTS MUST BE LOCATED IN A CRIB AREA BETWEEN TIES, A MINIMUMDISTANCE OF 4" FROM EDGE OF NEAREST TIE PLATE.3. ALL INSULATED JOINTS ARE TO BE ADHESIVE BONDED INSULATED JOINTS UNLESS OTHERWISE SPECIFIED.4. ALL MATERIALS REQUIRED FOR HAND OR MACHINE OPERATED SWITCH OPERATION WILL BE FURNISHED PERREQUIREMENTS OF THE SCRRA DIRECTOR OF ENGINEERING AND CONSTRUCTION.5. MATERIALS AND WORKMANSHIP, ALSO ANY CONSTRUCTION DETAILS NOT SHOWN, SHALL BE PER CURRENTAREMA "TRACKWORK PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED.6. WHERE REQUIRED, ALL IDENTIFICATION SYMBOLS TO BE PLAINLY STAMPED.7. GAUGE PLATES WILL BE FURNISHED INSULATED. SWITCH RODS WILL BE FURNISHED INSULATED UNLESSOTHERWISE SPECIFIED.8. MANUFACTURER SHALL SUBMIT TWO COPIES OF SHOP DRAWINGS TO THE SCRRA DIRECTOR OFENGINEERING AND CONSTRUCTION FOR APPROVAL PRIOR TO FABRICATION OF TURNOUT. SHOP DRAWINGSTHAT CHANGE DETAILS OF THESE STANDARDS MUST CLEARLY SPECIFY SUCH PROPOSED CHANGES.9. TIE PLATES SHALL CONFORM TO SCRRA STANDARD ES2454.10. SCREW SPIKES SHALL CONFORM TO SCRRA STANDARD ES2355. PLATE HOLESSHALL BE 1" DIAMETER. PILOT HOLES IN TIES SHALL BE " DIAMETER. SCREW SPIKES SHALL BE SCREWEDINTO WOOD (NOT DRIVEN).11. MANUFACTURER SHALL BEVEL RAIL ENDS PER CURRENT AREMA PLAN NO 1005.12. UPON COMPLETION OF TURNOUT INSTALLATION, RUNNING RAIL MUST BE ADJUSTED TO SCRRA NEUTRALRAIL TEMPERATURE.BILL OF SWITCH 0TOTALTOTAL563641.75DRAWN BY:HDRDATE:REV.XX-XX-XXDATEUserName carlosaREVISIONDESCRIPTIONDate Plotted: 10/5/2011XXDES.XXENG.2:45:24 PMSTANDARD03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.ASSISTANT DIRECTOR: STANDARDS & DESIGNX13. ENTIRE TURNOUT TO BE FULLY FLOOR ASSEMBLED.BOARD FEETDIRECTOR OF ENGINEERING AND CONSTRUCTIONPlot Driver S:\Plot Drivers\pdf.pltFOR NON-SCRRA APPROVED USES:SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OFTHE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESESTANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USEDWITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIESAND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OFTHIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCHUSE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED INANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.ALL RIGHTS RESERVED.ENGINEERING STANDARDS2800SCALE:NTSREVISIONSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYNO 8 TURNOUTSHEET-1 OF 1CADD FILE:ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012FileName s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2800-08.dgnES2800-08
UARD-0" G3’1"-46’7’-2"7" ��-0" STOCK RAIL39’-0"20’-11"40’-0" POINT4 ’-8"NTTANGE" PFGNMENT - TANGENTALIPTPCTCH-6" SWI6’1SWITCH ANGLE"-15’46" 524 ’TURNOUTANGLE OFLRANTEC28’487.RNOUT US OF TUDICL RA16’-5"-9"4’2 ’-4 ""40’-0" POINT56’-0"3 ’-45 6 ’-6 "6’-11"21’-2"4 6 ’-6 "1’-63 6 ’-6 "2 6 ’-6 "16 ’-6 "116""PS"42’-0" STOCK RAIL13’-0" GUARD7’-0" TOE11’-0" HEEL LENGTHLENGTH18’-0" OVERALL LENGTH" PF30’-0 " PS TO PIP -17 -LP -18 -LP -19 -LP -17 -LP -18 -LP -19 -LP -16 -LP -15 -LE -3 7 0 8P -14 -LE -3 7 0 7P -13 -LE -3 7 0 6P -12 -LE -3 7 0 6P -11-LP -10 -L5 P -LHS -9 PS -9 PS -7 PS -8 PSM JPS10"1’-6"1’-6"3 @ 1’-9" 5’-3" 3’-5"10 @ 1’-8" 16’-8"13 @ 1’-8" 21’-8"12 @ 1’-7" 19’-6"12 TIES AT 9’-0"8 TIES AT 10’-0"6 TIES AT 11’-0"6 TIES AT 12’-0"4 TIES AT 13’-0" 5 TIES AT 14’-0""ACTUAL LEAD:WEB, CLEAR OF JOINT AREA.4’-8FROG1. ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ON68’-0"2. RAIL LENGTHS ALLOW " GAP BETWEEN RAIL JOINTS FOR WELDING.TOE LENGTH:7’-0"3. GUARD RAILS ARE RAISED 1" AND FORM A 1" FLANGEWAY.HEEL LENGTH:11’-0"CENTER LINE RADIUS:487.28’4. SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.TOTAL LENGTH:18’-0"DEGREE OF CURVE:1146’44"SWITCH INSULATED JOINT WELDED JOINTHDRDATE:XX-XX-XXDATEUserName carlosaREVISIONDESCRIPTIONDate Plotted: 10/5/2011XXDES.XXENG.2:45:24 PMDIRECTOR OF ENGINEERING AND CONSTRUCTIONPlot Driver S:\Plot Drivers\pdf.plt14’-0"9"2’-9"CLOSURE AREASTRAIGHT CLOSURE LENGTH: 20’-11"LENGTH OF POINTS:40’-0"HEEL SPREAD:6"SWITCH ANGLE:144’11"THROW AT ROD NO 1:4"CURVED CLOSURE LENGTH:FOR NON-SCRRA APPROVED USES:SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OFTHE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESESTANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USEDWITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIESAND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OFTHIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCHUSE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED INANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.ALL RIGHTS RESERVED.21’-2"DAPPING DETAIL - HEADBLOCK TIESSTANDARD03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.ASSISTANT DIRECTOR: STANDARDS & DESIGN8 TIES AT 16’-0"5 TIES AT 15’-0"TURNOUT DATA:DRAWN BY:8 @ 1’-8" 11’-8"1’-8"NOTES:5.F G -3 P" PF"1’-8"4 SPACES @2 DAP TIESAT 14’-0"REV.1’-6"2@1’-8" 6’-8"XF G -2 PF G -1PP -15 -LP -16 -LP -14 -LE -3 7 0 8P -13 -LE -3 7 0 7P -12 -LP -11-LP -10 -L5 P -LHS -9 P10"3’-4"4" CLOF TIE31’-10"1’-2"E -3 7 0 61’-2"E -3 7 0 64"S -9 PS -7 PS -8 PS -5 PS -8 PS -8 P2 ’-0 "S -5 PG P -2 -LS -4 PG P -1-L1’-7"S -5 P#2 ,TY PERO DS -8 PS -5 PS -8 P#1, S M JRO DP -PS -4 PP -PP -PTY PELEAD 68’-0"ENGINEERING STANDARDS2801SCALE:SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012FileName s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-01.dgnTURNOUT LAYOUTNO 8-136 LB RE LH RBM FROG TURNOUTWOOD TIES, SWITCH STAND ON EITHER SIDENTSREVISION-SHEET1 OF 1CADD FILE:ES2801-01
" PFLEAD 68’-0"4 6 ’-6 "3 6 ’-6 "7’-0" TOE1’-611’-0" HEEL LENGTHLENGTH2 ’-4 ""2 6 ’-6 ""1116 ’-6 ""6PS5 6 ’-6 "18’-0" OVERALL LENGTH30’-0" PS TO PI13’-0" GUARD6’-11"42’-0" STOCK RAIL21’-2"4 ’-84’-9"16’-540’-0" POINT20’-11"43’-0" STOCK RAIL39’-0"22’-0"7" TANGENT10’-4"16’-6" SWITCHC RADIUS OF TULRNOUT 487.28’CENTRALANGLE OFTURNOUT 524PCALIGNMENT - TANGENTSWITCH T6’-435’-0"" PF"40’-0" POINT3 ’-4"56’-0""13’-0" GUARD2 DAP TIES12 TIES AT 9’-0"6 TIES AT 11’-0"8 TIES AT 10’-0"6 TIES AT 12’-0"AT 14’-0"4 TIES AT 13’-0" 5 TIES AT 14’-0"5 TIES AT 15’-0"8 TIES AT 16’-0"2@1’-8"12 @ 1’-7" 19’-6"8 @ 1’-8" 11’-8"1’-6"P -17 -RP -18 -RP -16 -RP -17 -RP -18 -RF G -3 PP -16 -RP -15 -RF G -2 PP -15 -R4" C OFL TIEF G -1PP -14 -RP -14 -RP -19 -RP -13 -RE -3 7 0 81’-6"" PFP -13 -RE -3 7 0 7P -12 -RE -3 7 0 65 P -R HS -9 PS -9 PS -9 PS -7 PS -7 PS -8 PS -5 PS -8 PS -8 P1’-6"P -11-R10"2 ’-0 "10"S -5 P13 @ 1’-8" 21’-8"10 @ 1’-8" 16’-8"TURNOUT DATA:CENTER LINE RADIUS:487.28’HEEL LENGTH:TOTAL LENGTH:11’-0"DEGREE OF CURVE:1146’44"18’-0"STRAIGHT CLOSURE LENGTH: 20’-11"CURVED CLOSURE LENGTH:LENGTH OF POINTS:40’-0" INSULATED JOINTHEEL SPREAD:6" WELDED JOINTSWITCH ANGLE:144’11"THROW AT ROD NO 1:4"DRAWN BY:HDRDATE:ASSISTANT DIRECTOR: STANDARDS & DESIGNDATEUserName carlosaREVISIONDESCRIPTIONDate Plotted: 10/5/2011XXDES.XXENG.2:45:25 PMDIRECTOR OF ENGINEERING AND CONSTRUCTIONPlot Driver S:\Plot Drivers\pdf.plt"9"2’-9"21’-2"DAPPING DETAIL - HEADBLOCK TIESSTANDARD03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.FOR NON-SCRRA APPROVED USES:SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OFTHE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESESTANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USEDWITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIESAND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OFTHIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCHUSE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED INANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.ALL RIGHTS RESERVED.14’-0"37’-0"SWITCH3. GUARD RAILS ARE RAISED 1" AND FORM A 1" FLANGEWAY.4. SWITCH MACHINE AND MACHINE PLATE (NIC) MUST BE COORDINATED WITH SCRRA.REV.TOE LENGTH:4’-8WEB, CLEAR OF JOINT AREA.2. RAIL LENGTHS ALLOW " GAP BETWEEN RAIL JOINTS FOR WELDING.XX-XX-XX68’-0"CLOSURE AREA1. ALL RAILS SHALL HAVE IDENTIFICATION COLOR CODE PAINTED ONXACTUAL LEAD:"FROGNOTES:5.P -19 -RE -3 7 0 8P -12 -RE -3 7 0 7P -11-RE -3 7 0 6P -10 -RE -3 7 0 65 P -R HS -9 PS -8 PS -5 PS -8 PS -8 P#2 ,TY PERO DSM JS -5 PTY PE#1, S M JRO DP -PS -4 PP -PP -P1’-7"G P -1-RG P -2 -R4"S -4 P1’-8" 5’-3"3’-4"PS1’-2"3 @ 1’-9" 3’-5"E -3 7 0 61’-8" 6’-8"P -10 -R4 SPACES @1’-10"ENGINEERING STANDARDS2801SCALE:SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012FileName s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-02.dgnTURNOUT LAYOUTNO 8 - 136 LB RE RH RBM FROG TURNOUTWOOD TIES, SWITCH STAND ON EITHER SIDENTSREVISIONSHEET-1 OF 1CADD FILE:ES2801-02
BILL OF MATERIALITEMQTYBILL OF MATERIALDESCRIPTIONDWG NOSCRRAPART NOITEMQTYDESCRIPTIONDWG NO11SAMSON POINT, 40’-0" LONG, UR MANG TIP, STRAIGHT, LHES2801-23311INSULATED RAIL ASSEMBLY, 21’-2", C/W BONDED INSULATED JOINT-21SAMSON POINT, 40’-0" LONG, UR MANG TIP, CURVED, RHES2801-24321INSULATED RAIL ASSEMBLY, 22’-0", C/W BONDED INSULATED JOINT-31SAMSON STOCK RAIL, 43’-0" LONG, CURVED, LHES2801-25331DRILLED RAIL, 136 LB RE, 20’-11" LONG-41SAMSON STOCK RAIL, 42’-0" LONG, STRAIGHT, RHES2801-25341DRILLED RAIL, 136 LB RE, 35’-0" LONG-53INSULATED GAUGE PLATE ASSEMBLY P-PES2801-60352DRILLED RAIL, 136 LB RE, 39’-0" LONG-64SWITCH PLATE (S-5P)ES2801-69361DRILLED RAIL, 136 LB RE, 56’-0" LONG72SWITCH PLATE (S-7P)ES2801-69371FROG PACK, NO 8 - 136 LB RE RBM, LHES2801-3186SWITCH PLATE (S-8P)ES2801-69382RAIL GUARD ASSEMBLY BOLTLESS, 13’-0" LG, 136 LB RE RAISED 1"ES2801-3394SWITCH PLATE (S-9P)ES2801-69391INSULATED FROG GAUGE PLATE (FG-1P)ES2801-34101SWITCH ROD ASSEMBLY VERT INSULATION NO 1-401INSULATED FROG GAUGE PLATE (FG-2P)ES2801-35111SWITCH ROD ASSEMBLY VERT INSULATION NO 2-411INSULATED FROG GAUGE PLATE (FG-3P)ES2801-36121INSULATED GAUGE PLATE ASSEMBLY GP-1ES2801-6042102TIE PLATE, ROLLED PANDROL, 6" BASE, CANTEDES2454131INSULATED GAUGE PLATE ASSEMBLY GP-2ES2801-6043300CLIP PANDROL E2055ES2362142SWITCH PLATE (S-4P)ES2801-69448152SWITCH PLATE (P-10-L)ES2801-6345737162SWITCH PLATE (P-11-L)ES2801-634612172SWITCH PLATE (P-12-L)ES2801-6347182SWITCH PLATE (P-13-L)ES2801-63192SWITCH PLATE (P-14-L)20221-CLIP PANDROL MODIFIED E2063-" DIAMETER SCREW SPIKE-TIE, HARDWOOD, TREATED, 7" x 9" x 9’-0"-8TIE, HARDWOOD, TREATED, 7" x 9" x 10’-0"-486TIE, HARDWOOD, TREATED, 7" x 9" x 11’-0"-ES2801-65496TIE, HARDWOOD, TREATED, 7" x 9" x 12’-0"-SWITCH PLATE (P-15-L)ES2801-65504TIE, HARDWOOD, TREATED, 7" x 9" x 13’-0"-2SWITCH PLATE (P-16-L)ES2801-65515TIE, HARDWOOD, TREATED, 7" x 9" x 14’-0"-222SWITCH PLATE (P-17-L)ES2801-67525TIE, HARDWOOD, TREATED, 7" x 9" x 15’-0"-232SWITCH PLATE (P-18-L)ES2801-67538TIE, HARDWOOD, TREATED, 7" x 9" x 16’-0"-242SWITCH PLATE (P-19-L)ES2801-67542TIE, HARDWOOD, TREATED, 8" x 12" x 14’-0"-252HEEL PLATE NO P6-LHES2801-61551SWITCH STAND ASSEMBLY NO 36E WITH ROD, TARGET & BALL HANDLE-2612RAIL BRACE BOLTLESS 132/136 LB RE BETHELEM 2 SUREFITES2800-812712SERRATED WASHER FOR BETHELEM BRACEES2800-82284RAIL CLIP (E3706) HOLD DOWN CLAMP-292RAIL CLIP (E3707) HOLD DOWN CLAMP-302RAIL CLIP (E3708) HOLD DOWN CLAMP-DRAWN BY:HDRDATE:ASSISTANT DIRECTOR: STANDARDS & DESIGNXREV.XX-XX-XXDATEUserName carlosaREVISIONDESCRIPTIONDate Plotted: 10/5/2011XXDES.XXENG.2:45:25 PMSTANDARD03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.DIRECTOR OF ENGINEERING AND CONSTRUCTIONPlot Driver S:\Plot Drivers\pdf.pltFOR NON-SCRRA APPROVED USES:SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OFTHE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESESTANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USEDWITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIESAND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OFTHIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCHUSE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED INANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.ALL RIGHTS RESERVED.SCRRAPART NOENGINEERING STANDARDS2801SCALE:SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012FileName s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-11.dgnTURNOUT LAYOUTNO 8 - 136 LB RE LH RBM FROG TURNOUTWOOD TIES, SWITCH STAND ON EITHER SIDEBILL OF MATERIALSNTSREVISION-SHEET1 OF 1CADD FILE:ES2801-11
BILL OF MATERIALITEMQTYBILL OF MATERIALDESCRIPTIONDWG NOSCRRAPART NOITEMQTYDESCRIPTIONDWG NO11SAMSON POINT, 40’-0" LONG, UR MANG TIP, CURVED, LHES2801-21311INSULATED RAIL ASSEMBLY, 21’-2", C/W BONDED INSULATED JOINT-21SAMSON POINT, 40’-0" LONG, UR MANG TIP, STRAIGHT, RHES2801-22321INSULATED RAIL ASSEMBLY, 22’-0", C/W BONDED INSULATED JOINT-31SAMSON STOCK RAIL, 42’-0" LONG, STRAIGHT, LHES2801-25331DRILLED RAIL, 136 LB RE, 20’-11" LONG-41SAMSON STOCK RAIL, 43’-0" LONG, CURVED, RHES2801-25341DRILLED RAIL, 136 LB RE, 35’-0" LONG-53INSULATED GAUGE PLATE ASSEMBLY P-PES2801-60352DRILLED RAIL, 136 LB RE, 39’-0" LONG-64SWITCH PLATE (S-5P)ES2801-69361DRILLED RAIL, 136 LB RE, 56’-0" LONG72SWITCH PLATE (S-7P)ES2801-69371FROG PACK, NO 8 - 136 LB RE RBM, RHES2801-3286SWITCH PLATE (S-8P)ES2801-69382GUARD RAIL ASSEMBLY BOLTLESS, 13’-0" LG, 136 LB RE RAISED 1"ES2801-3394SWITCH PLATE (S-9P)ES2801-69391INSULATED FROG GAUGE PLATE (FG-1P)ES2801-34101SWITCH ROD ASSEMBLY VERT INSULATION NO 1-401INSULATED FROG GAUGE PLATE (FG-2P)ES2801-35111SWITCH ROD ASSEMBLY VERT INSULATION NO 2-411INSULATED FROG GAUGE PLATE (FG-3P)ES2801-36121INSULATED GAUGE PLATE ASSEMBLY GP-1ES2801-6042102TIE PLATE, ROLLED PANDROL, 6" BASE, CANTEDES2454131INSULATED GAUGE PLATE ASSEMBLY GP-2ES2801-6043300CLIP PANDROL E2055ES2362142SWITCH PLATE (S-4P)ES2801-69448152SWITCH PLATE (P-10-R)ES2801-6445737162SWITCH PLATE (P-11-R)ES2801-644612172SWITCH PLATE (P-12-R)ES2801-6447182SWITCH PLATE (P-13-R)ES2801-64192SWITCH PLATE (P-14-R)20221-CLIP PANDROL MODIFIED E2063-" DIAMETER SCREW SPIKE-TIE, HARDWOOD, TREATED, 7" x 9" x 9’-0"-8TIE, HARDWOOD, TREATED, 7" x 9" x 10’-0"-486TIE, HARDWOOD, TREATED, 7" x 9" x 11’-0"-ES2801-66496TIE, HARDWOOD, TREATED, 7" x 9" x 12’-0"-SWITCH PLATE (P-15-R)ES2801-66504TIE, HARDWOOD, TREATED, 7" x 9" x 13’-0"-2SWITCH PLATE (P-16-R)ES2801-66515TIE, HARDWOOD, TREATED, 7" x 9" x 14’-0"-222SWITCH PLATE (P-17-R)ES2801-68525TIE, HARDWOOD, TREATED, 7" x 9" x 15’-0"-232SWITCH PLATE (P-18-R)ES2801-68538TIE, HARDWOOD, TREATED, 7" x 9" x 16’-0"-242SWITCH PLATE (P-19-R)ES2801-68542TIE, HARDWOOD, TREATED, 8" x 12" x 14’-0"-252HEEL PLATE NO P5-RHES2801-62551SWITCH STAND ASSEMBLY NO 36E WITH ROD, TARGET & BALL HANDLE-2612RAIL BRACE BOLTLESS 132/136 LB RE BETHELEM NO 2 SUREFITES2800-812712SERRATED WASHER FOR BETHELEM BRACEES2800-82284RAIL CLIP E3706 HOLD DOWN CLAMP-292RAIL CLIP E3707 HOLD DOWN CLAMP-302RAIL CLIP E3708 HOLD DOWN CLAMP-DRAWN BY:HDRDATE:ASSISTANT DIRECTOR: STANDARDS & DESIGNXREV.XX-XX-XXDATEUserName carlosaREVISIONDESCRIPTIONDate Plotted: 10/5/2011XXDES.XXENG.2:45:26 PMSTANDARD03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.DIRECTOR OF ENGINEERING AND CONSTRUCTIONPlot Driver S:\Plot Drivers\pdf.pltFOR NON-SCRRA APPROVED USES:SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OFTHE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESESTANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USEDWITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIESAND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OFTHIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCHUSE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED INANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.ALL RIGHTS RESERVED.SCRRAPART NOENGINEERING STANDARDS2801SCALE:SOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012FileName s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-12.dgnTURNOUT LAYOUTNO 8 - 136 LB RE RH RBM FROG TURNOUTWOOD TIES, SWITCH STAND ON EITHER SIDEBILL OF MATERIALSNTSREVISION-SHEET1 OF 1CADD FILE:ES2801-12
BILL OF MATERIALBILL OF MATERIALITEMQTYDESCRIPTIONSCRRADWG NOITEMPART NOQTYSCRRADWG NODESCRIPTION11SWITCH POINT RAIL, 136 LB RE, LH SAMSON GR, 40’-0"ES2801-21102SPRING WASHER, " DIA-21MANGANESE TIP LH FOR 136 LB RE 16’-6" SAMSON SWITCH POINT-114SPRING WASHER, 1" DIA-31REINFORCING BAR, GAUGE SIDE, " x 14’-6", LH POINT-122NUT, " DIA HEAVY HEX, GR 5-41REINFORCING BAR, STOCK SIDE, " x 10’-11", LH POINT-134NUT, 1" DIA HEAVY HEX, GR 5-51SWITCH HEEL ASSY FLOATING 132/136 LB RE C/W HARDWARE-142COTTER PIN, " DIA x 1"-61POINT STOP 3" HIGH-154COTTER PIN, " DIA x 2"-72BOLT, 1" DIA x 3", THIN SQUARE HEAD DRILLED @ 3" GR 5-169HUCKBOLT, " DIA (C50LR-BR24-24)-82BOLT, 1" DIA x 3", THIN SQUARE HEAD DRILLED @ 3" GR 5-179HUCK COLLAR, " DIA (3LC-2R24G)-92BOLT, " DIA x 4", SQUARE HEAD DRILLED @ 3" GR 5-PART NO40’-0" REF OVERALL LENGTH16’-6" TO HEEL BLOCK11’-6" TO STOP7’-2" TO BEND54" R EF6B EN DOPEN HOLES13131515101616121736111W ID T H1128"97B AS E1.3 2 0 " R E F2R 489’-6"MIDDLE ORIDINATE 1" IN 22’-10"1714BEND TO STRAIGHTEN GAUGE LINEOPEN HOLES17’-1"40’-0" REF (OVERALL LENGTH)PC3’-9" – "25’-9" REFPS10’-6" – ""NOTES:1. ROUND EDGES OF SWITCH STOPS AT CONTACT AREAS, R ".2. BEVEL ALL BOLT HOLES.SIDE VIEW - VERTICAL BENDING DETAILDRAWN BY:HDRDATE:ASSISTANT DIRECTOR: STANDARDS & DESIGNXREV.XX-XX-XXDATEUserName carlosaREVISIONDESCRIPTIONDate Plotted: 10/5/2011XXDES.XXENG.2:45:26 PMSTANDARD03/31/2011 SCRRA ENGINEERING STANDARDS ARE INTENDED FOR SCRRA APPROVED USES ONLY.DIRECTOR OF ENGINEERING AND CONSTRUCTIONPlot Driver S:\Plot Drivers\pdf.pltFOR NON-SCRRA APPROVED USES:SCRRA SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OFTHE DATA OR INFORMATION CONTAINED HEREIN. THE SELECTION AND USE OF THESESTANDARDS IS THE SOLE RESPONSIBILITY OF THE USER AND SHOULD NOT BE USEDWITHOUT CONSULTING A REGISTERED PROFESSIONAL ENGINEER. ALL WARRANTIESAND REPRESENTATIONS OF ANY KIND ARE DISCLAIMED. ANYONE MAKING USE OFTHIS INFORMATION AGREES THAT IT ASSUMES ALL LIABILITY ARISING FROM SUCHUSE. NO PART OF THESE STANDARDS SHOULD BE REPRODUCED OR DISTRIBUTED INANY FORM OR BY ANY MEANS WITHOUT THE PRIOR WRITTEN PERMISSION OF SCRRA.ALL RIGHTS RESERVED.ENGINEERING STANDARDS2801SCALE:NTSREVISIONSOUTHERN CALIFORNIA REGIONAL RAIL AUTHORITYSWITCH POINT 16’ - 6" 136 LB RE LH CURVE-SHEET1 OF 1CADD FILE:ONE GATEWAY PLAZA, 12TH FLOOR, L. A., CA. 90012FileName s:\V8EngStds\2000\Turnouts\No 8 Turnout\ES2801-21.dgnES2801-21
BILL OF MATERIALITEMQTYBILL OF MATERIALDESCRIPTIONDWG NODESCRIPTIONSCRRAPART
arema "trackwork plans and specifications" unless otherwise specified. materials and workmanship, also any construction details not shown, shall be per current . at 9’-0" 8 ties at 10’-0" 6 ties at 11’-0" 6 ties at 12’-0" 4 ties at 13’-0" 5 ties at
STANDARD SPECIFICATIONS TABLE OF CONTENTS SECTION NO. TITLE PAGES REVISION DATE SCRRA Standard Specifications TOC- 1 ISSUED: 11.14.2016 DIVISION 01 – GENERAL REQUIREMENTS 01 11 13 Work Covered by the Contract Documents 3 01.07.2013 01 11 15 Definition of Terms and Referenced Standards 14 01.07.2013 01 11 16 Work by SCRRA 3 01.07.2013
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Quality Control is the process of checking the accuracy of calculations and consistency of the drawings, detecting and correcting design omissions and errors prior to finalizing design plans and verifying the specifications for the SCRRA design projects. Quality Assurance is the process of reviewing the quality control process for use and
casing pipe and non-cased pipelines shall be designed to carry cooper's basis for non-pressure pipeline. indicated in figure 1. exception may be granted on case by case be encased in a larger pipe or conduit called the casing pipe as pipelines under scrra tracks and across scrra rights-of-way
The 2009 mayoral election in New York City yielded the lowest turnout since 1969 with only 29% of the 4.1 million registered voters casting a ballot.2 As exhibited in the chart below, turnout was again historically low in the November 2010 midterm elections, especially compared to the na
Enables FF to have a back-up set of turnout gear Achieves NFPA 1971 & 1851 standards for FF turnout gear. This plan also achieves an immediate cost savings of 5772 annually ( 28,860 over five-years), compared to the former method of gear replacement. WFD recommends accept the lease/purchase proposal as provided by Fifth Third Bank.
This map of Orange County displays voter participation by precinct with varying rates of voter turnout in the November 3, 2020 Presidential General Election. Most precincts showed very high turnout (greater than or equal to 70%), which is consistent with the county's high overall turnout of 87.3% in this election. The Orange County Registrar .
