GENERAL NOTES - Ct
GENERAL NOTES POLE HEIGHT DIMENSION 45’ POLE 70’ POLE 85’ POLE 100’ POLE A DIAMETER - 1’-6" 1’-6" 1’-6" B THICKNESS - " " " C BOLT CIRCLE - 1’-1" 1’-1" 1’-1" D BOLT HOLE DIA. - " " " A SEE SPECIAL PROVISION "CAMERA LOWERING CP-4 DEVICE ASSEMBLY" * A BOLTED SPLICE BOLT GROUP E IS NOT PERMITTED SEPARATION - 56.25 56.25 56.25 DIAMETER - 1’-5" 1’-5" 1’-5" THICKNESS - F GRIND SMOOTH FULL PENETRATION G 1" 1" 1" SLIP JOINT * POLE TOP PLATE ANGLE SEAM WELDS FOR THE SLIP JOINT LENGTH PLUS 6" ON FEMALE TUBES H - BOLT CIRCLE 1’-1" 1’-1" 1’-1" JOINTS TO BE SNUG FIT WITH MAX. DEVIATION OF " I SLOT WIDTH - " " " "O" UPPER POLE SECTION TENON PLATE VAR. MARK EACH POLE WITH LOW STRESS DIES - MARK FOR J SLOT LENGTH - 1" 1" 1" ALIGNMENT WITH 2" ARROWSBOTH POLES SHALL HAVE A K MIN. TAPER OF 0.14 IN/FT NUMBER OF - SLOTS 16 16 STRUCTURAL STEEL NOTES 16 " DIA. HOLES SEALED W/ GROMMETS L SECTION UPPER LOWER UPPER LOWER UPPER LOWER UPPER 1. LOWER A M TOP DIAMETER - --- 10" --- 10" --- 10" --- CP-6 N BASE DIAMETER --- - --- 2’-0" --- 2’-8" --- 2’-8" O LENGTH - --- 42’-0" --- 47’-0" --- 52’-6" --- --- - --- 28’-0" --- 38’-0" --- 47’-6" 6" X 9" HANDHOLE " WIDE X 0.3" THICK BOTTOM OF SPLICE Q THICKNESS - - " " " " " " TRAFFIC FLOW MONITOR (TFM) DRIP R SPLICE LENGTH SEE SPECIAL PROVISION "(HEIGHT) CAMERA POLE" LOOP TUBE 1 SHALL HAVE AN O.D. U V W WIDTH THICKNESS ANCHOR ROD CIRCLE OF 2’-0" MAX. @ ITS BASE - 3’-0" 3’-8" 3’-8" - 1" 1" 1" - 2’-6" 3’-2" 3’-2" ROUND OR 16-SIDED CAMERA POLE ANCHOR ROD HOLE ANCHOR ROD DIAMETER TRAFFIC CONTROL FOUNDATION - SPAN POLE - 1" - 1" 1" - TYPE C 1" 1" 6" X 2’-3" HANDHOLE 1" TYPE D TYPE D STEEL POLE DESIGN CRITERIA LOADS: A 3. 4. 5. 6. 7. 8. 9. 10. 11. 3’-9" CP-5 "P" T FLAT-TO-FLAT SEE TFM SHEETS FOR DETECTOR HEIGHT BASE PLATE S LOWER POLE SECTION HEIGHT TO P POLE HEIGHT STAINLESS STEEL BANDING 1’-0" TUBE 2. LIST OF DRAWINGS D CP-4 CLOSED CELL ELASTOMER SEAL FORMED CONCRETE FOUNDATION ON DRILLED SHAFT DWG. NO. DRAWING TITLE CP-1 CAMERA POLE GENERAL PLAN CP-2 CAMERA POLE FOUNDATION - TYPE C CP-3 CAMERA POLE FOUNDATION - TYPE D CP-4 CAMERA POLE DETAILS CP-5 6" X 2’-3" HANDHOLE CP-6 6" X 9" HANDHOLE CP-7 SUGGESTED POLE INSTALLATION SEQUENCE (SEE DRAWINGS CP-2 AND CP-3) DESIGN METHOD: ELEVATION - CAMERA POLE SCALE: 3/4" 1’-0" DEFLECTION: DESIGNER/DRAFTER: E CTI C U PROJECT NO. BLOCK: D - STATE OF CONNECTICUT - 8 IN NO WAY WARRANTED TO INDICATE P THE CONDITIONS OF ACTUAL QUANTITIES DATE REVISION DESCRIPTION SHEET NO. T O F N T R A S P DEPARTMENT OF TRANSPORTATION OF WORK WHICH WILL BE REQUIRED. REV. N INVESTIGATIONS BY THE STATE AND IS R SHEETS IS BASED ON LIMITED O CHECKED BY: T A T I O N E E P A R T M QUANTITIES OF WORK, SHOWN ON THESE N N T - THE INFORMATION, INCLUDING ESTIMATED O TOWN: PROJECT TITLE: SIGNATURE/ C OFFICE OF ENGINEERING - APPROVED BY: DATE: DRAWING TITLE: CAMERA POLE SCALE AS NOTED Filename: .\CTDOT STRUCT BRIDGE CAMERA POLE GDE.dgn GENERAL PLAN DRAWING NO. CP-1 SHEET NO. 1
OPTIONAL SHAPE OF FORMED TOP (3) 2" RMC SWEEPS FOR FOUNDATION NOTES OF FOUNDATION. SEE "ELEVATION - POWER AND COMUNICATION REINFORCEMENT IN OPTIONAL SQUARE FOUNDATION TOP" ON A ** THE ENGINEER MAY DIRECT AN DWG. NO. CP-3 180 GROUND WIRE TO AN ADDITIONAL 8" TO FACILITATE CP-2 OF TRAFFIC DIRECTION " DIA. RMC FOR INCREASE IN THIS DIMENSION UP GRADING AROUND THE FOUNDATION. (3) 2" DIA. RMC SWEEPS FOR AXIS RADIAL 2" WIDTH OF POWER AND COMMUNICATION " DIA. RMC SWEEP TO ROADWAY CLOSED CELL FOR GROUND WIRE 270 ELASTOMER RING 90 { 1" DIA. HOLE FOR 1" DIA. ANCHOR ROD (TYP. FOR 2’-6" DIA. (23 GAGE) ATTACHED W/ (4) GALV. MIN. CONCRETE NAILS 0 2" DIA. PVC WEEPHOLE THICK PLATE WASHERS ON EACH SIDE OF BASE PLATE TYP. 1" MIN. 2’-6" " GALV. MESH PROJECTION %d 45% (2) HEAVY HEX NUTS WITH" (T 6" X 6" PIECE OF YP ) BASE AND ANCHOR PLATES) BOLT CIRCLE 1’-11" O.D. CLOSED CELL ELASTOMER 4" ** BASE PLATE. THE ELASTOMER 10" SEAL TO BE PLACED BELOW THE SHALL COMPLETELY SEAL THE OPENING IN THE BASE PLATE. TO BE LOCATED IN FIELD CLOSED CELL ELASTOMER UNCOMPRESSED HEIGHT 5" 1" MAX. 1" X 1" BEVEL (TYP) 3" " MIN. A 4’-0" SEE SECTION C/CP-3 2’-0" * 4" COVER (TYP) DIRECTION OF TRAFFIC 180 OPTIONAL SHAPE OF FORMED TOP OF FOUNDATION 2" DIA. PVC WEEPHOLE W/ ELBOW IF REQUIRED #8 GROUND AXIS RADIAL WIRE TO ROADWAY 270 " ROD (TYP) P LA P ANCHOR LA 1" DIA. LO OF ALTERNATE DETAIL" CP-2 %d R " DIA X 12’-0" G G 2 22.5% SPACED E ’- 0 (8) #9 EQUALLY SQUARE HEAD T A P) (TY #5 SPIRAL TIES @ 6" PITCH GROUND ROD S ALIGN BOLT 0 PATTERN PARALLEL TO TRAFIC AS SHOWN JOINT SHALL BE LOCATED BELOW RMC AND DRAIN PIPE OUTLETS FINISHED GRADE 1" TI O N TI E SEE "BASE PLATE B CA 1" ANCHOR PLATE #5 SPIRAL TIES @ 6" PITCH 90 *CONSTRUCTION MANDATORY CONSTRUCTION SCALE: " 1’-0" CP-2 2’-9" NOTE: IF INDIVIDUAL PLATES (TYP) ARE USED, ANCHOR RODS 9" 1’-1" (TYP) (TYP) 1’-5" MUST BE SECURED IN (TYP) POSITION AND THE METHOD SHALL BE SUBMITTED FOR APPROVAL. 6" (TYP) 6" (TYP) 1" THICK 1’-9" (TYP) (8) #9 EQUALLY SPACED NO WELDING OF REINFORCING CAGE IS PERMITTED! PERPENDICULAR TO DRILLED SHAFT FOR 1 TURNS (TYP. TOP & BOT.) 4" CLEAR (TYP) (TYP) 9" (TYP) (TYP) 1" THICK RMC CAP NOTE: 3" (TYP) 2’-6" DIA. ANCHOR 1" DIA. HOLE MIN. BOLT CIRCLE FOR ANCHOR RODS 1" MIN. DIA. (TYP) MIN. (TYP) 3" 3" MIN. (TYP) 3" 6" 2’-0" 15’-0" SECTION - FOUNDATION, ANCHOR PLATE AND REINFORCING DRILLED SHAFT PORTION OF FNDN. JOINT B DEPTH OF DRILLED SHAFT BELOW FNDN. GRADE FOUNDATION 2’-0" * AT TOP OF 4’-0" MIN. FORMED TOP OF FOUNDATION * (8) #5 3’-0" 3’-5" 2’-0" CP-2 3’-0" ** SCALE: " 1’-0" 1’-0" MIN. SECTION - POLE AND BASE PLATE CYLINDRICAL CONCRETE FEET FOR BOTTOM SUPPORT (TYP) 4’-0" DIA. BASE PLATE ALTERNATE DETAIL ELEVATION - TRAFFIC CONTROL FOUNDATION TYPE C SCALE: " 1’-0" SCALE : 1" 1’ DESIGNER/DRAFTER: E CTI C U PROJECT NO. BLOCK: D - STATE OF CONNECTICUT - 8 IN NO WAY WARRANTED TO INDICATE P THE CONDITIONS OF ACTUAL QUANTITIES DATE REVISION DESCRIPTION SHEET NO. T O F N T R A S P DEPARTMENT OF TRANSPORTATION OF WORK WHICH WILL BE REQUIRED. REV. N INVESTIGATIONS BY THE STATE AND IS R SHEETS IS BASED ON LIMITED O CHECKED BY: T A T I O N E E P A R T M QUANTITIES OF WORK, SHOWN ON THESE N N T - THE INFORMATION, INCLUDING ESTIMATED O TOWN: PROJECT TITLE: SIGNATURE/ C OFFICE OF ENGINEERING - APPROVED BY: DATE: DRAWING TITLE: CAMERA POLE SCALE AS NOTED Filename: .\CTDOT STRUCT BRIDGE CAMERA POLE GDE.dgn FOUNDATION - TYPE C DRAWING NO. CP-2 SHEET NO. 2
(3) 2" RMC SWEEPS FOR POWER AND COMMUNICATION ** THE ENGINEER MAY DIRECT AN A INCREASE IN THIS DIMENSION UP OPTIONAL SHAPE OF FORMED CP-3 TO AN ADDITIONAL 8" TO FACILITATE TOP OF FOUNDATION GRADING AROUND THE FOUNDATION. " DIA. RMC SWEEP FOR GROUND WIRE 4’-0" FOR TYPE C 5’-0" FOR TYPE D (8) #5 3’-0" 2’-0" DIRECTION OF TRAFFIC 180 2’-0" (TYP) AT TOP OF FOUNDATION (3) 2" DIA. RMC SWEEPS FOR POWER AND COMMUNICATION TO ROADWAY 90 DIA. ANCHOR ROD (TYP. FOR FOR GROUND WIRE BASE AND ANCHOR PLATES) SEAL TO BE PLACED BELOW THE BOLT CIRCLE BASE PLATE. THE ELASTOMER 2’-6" 2’-7" O.D. CLOSED CELL ELASTOMER 3’-2" DIA. 6" X 6" PIECE OF OPENING IN THE BASE PLATE. " GALV. MESH TO BE LOCATED IN FIELD MIN. SHALL COMPLETELY SEAL THE (23 GAGE) ATTACHED (2) HEAVY HEX NUTS WITH" #5 SPIRAL IN DRILLED SHAFT 10" 4" ** CLOSED CELL ELASTOMER UNCOMPRESSED HEIGHT 5" 1" X 1" BEVEL (TYP) 3" " MIN. A SECTION - REINFORCEMENT IN CP-3 TO ROADWAY 270 2" DIA. PVC 90 TI O N WEEPHOLE W/ E ’- G 2 X 12’-0" SQUARE HEAD A G (16) #8 EQUALLY " DIA R 0 ROD (TYP) GROUND ROD T SPACED S #5 SPIRAL TIES 11.25 (TYP) @ 6" PITCH ALIGN BOLT PATTERN PARALLEL 0 TO TRAFFIC AS SHOWN PIPE OUTLETS 3’-5" (TYP) 1’-8" 1’-" 1’-5" (TYP) (TYP) 6" 8" (TYP) (TYP) 1" THICK NOTE: IF INDIVIDUAL PLATES (TYP) ARE USED ANCHOR RODS MUST BE SECURED IN POSITION AND 6" THE METHOD SHALL BE (TYP) SUBMITTED FOR APPROVAL. 3" (TYP) 1" THICK 2’-5" (TYP) REINFORCEMENT IN OPTIONAL SQUARE FOUNDATION TOP. JOINT MANDATORY 2’-0" MIN (TYP) RMC CAP NOTE: (16) #8 EQUALLY SPACED NO WELDING OF REINFORCING CAGE IS PERMITTED! PERPENDICULAR TO DRILLED SHAFT FOR 1" TURNS (TYP. TOP & BOT.) ELEVATION - REINFORCEMENT IN OPTIONAL SQUARE FOUNDATION TOP SCALE: " 1’-0" 6" CLEAR (TYP) 9" (TYP) (TYP) 3" ELEVATION - 15’-0" CP-3 FOUNDATION TOP CONSTRUCTION DRILLED SHAFT PORTION OF FNDN. SCALE: " 1’-0" OPTIONAL SQUARE GRADE JOINT B CP-3 FINISHED CONSTRUCTION SECTION - FOUNDATION, ANCHOR PLATE AND REINFORCING C 1" P CP-3 " ANCHOR B LA LA P 1" DIA. REQUIRED LO OF ALTERNATE DETAIL" #5 SPIRAL TIES @ 6" PITCH SEE "BASE PLATE ELBOW IF CA TI E 1" ANCHOR PLATE RMC AND DRAIN TIES @ 6" 1’-0" MIN WIRE LOCATED BELOW #5 AXIS RADIAL #8 GROUND JOINT SHALL BE DEPTH OF DRILLED SHAFT BELOW FNDN. GRADE OF FOUNDATION CP-3 *CONSTRUCTION 2’-0"* FORMED TOP C/CP-3 3’-5" SHAPE OF 2’-0" * OF TRAFFIC DIRECTION OPTIONAL SEE SECTION 3’-8" MAX. ** FOUNDATION 6" COVER (TYP) 180 SCALE: " 1’-0" 3" AT TOP OF 4’-0" MIN. FORMED TOP OF FOUNDATION* 2’-0" (8) #5 5’-0" C OPTIONAL SQUARE FOUNDATION TOP 3’-0" 6" SCALE: " 1’-0" (VERT.) AS SHOWN 0 SECTION - POLE AND BASE PLATE (2) #5 1" MAX. 3" (T WEEPHOLE ) YP LONGITUDINAL BARS SIDE OF BASE PLATE TYP. CONCRETE NAILS 2" DIA. PVC @ 6" THICK PLATE WASHER ON EACH W/ (4) GALV. %d 45% #5 EXTEND LONG. BARS 270 { 1" DIA. HOLE FOR 1" " DIA. RMC SWEEP 1" MIN. AXIS RADIAL CELL ELASTOMER RING PROJECTION 2" WIDTH OF CLOSED 3" 1" DIA. HOLE MIN. BOLT CIRCLE FOR ANCHOR RODS 1" ANCHOR PLATE ALTERNATE DETAIL CYLINDRICAL CONCRETE FEET MIN. 3’-2" DIA. ANCHOR 3" (TYP) FOR BOTTOM SUPPORT (TYP) 5’-0" DIA. MIN. DIA. (TYP) ELEVATION - TRAFFIC CONTROL FOUNDATION TYPE D SCALE: " 1’-0" DESIGNER/DRAFTER: E CTI C U PROJECT NO. BLOCK: D - 8 IN NO WAY WARRANTED TO INDICATE P THE CONDITIONS OF ACTUAL QUANTITIES SCALE IN FEET OF WORK WHICH WILL BE REQUIRED. REV. DATE REVISION DESCRIPTION SHEET NO. 0 SCALE AS 40 NOTED SCALE 1" 40’ N STATE OF CONNECTICUT - INVESTIGATIONS BY THE STATE AND IS R SHEETS IS BASED ON LIMITED O CHECKED BY: T A T I O N E E P A R T M QUANTITIES OF WORK, SHOWN ON THESE N N T - THE INFORMATION, INCLUDING ESTIMATED O TOWN: PROJECT TITLE: SIGNATURE/ C T O F N T R A S P DEPARTMENT OF TRANSPORTATION OFFICE OF ENGINEERING - APPROVED BY: DATE: DRAWING TITLE: CAMERA POLE 80 Filename: .\CTDOT STRUCT BRIDGE CAMERA POLE GDE.dgn FOUNDATION - TYPE D DRAWING NO. CP-3 SHEET NO. 3
" DIA. ROD FOR CAMERA CABLE TIE-OFF, INSIDE 6" O.D. X " THICK TENON AT 270 POSITION 1" 2" X 12" LONG TENON B CP-4 CUT 5" X 1" TENON SLOT IN POLE 7" 1" WALL FOR CABLE AND PULLEY ACCESS (2) " HOLES " "S " 180 180 "S ) YP (T 1" DIA. DRAIN HOLE P) " Y (T C FOR GALVANIZING CP-4 (4) " X 2" A325 SHOWN, BUT IS AT THE 0 BOLTS WITH HEAVY POSITION ON THE POLE POSITION ON THE POLE HEX NUTS & WASHERS DIRECTION CP-4 OF TRAFFIC DIRECTION 90 P) 270 " F 270 90 CP-4 TENON ASSEMBLY OF TRAFFIC Y (T ) YP %d (T E %d 45% NOTE: HANDHOLE IS NOT SHOWN, BUT IS AT THE 0 45% NOTE: HANDHOLE IS NOT SCALE: 1" 1’-0" A CP-1 2" WIDE RING OF CLOSED "U" DIA. ANCHOR CELL ELASTOMER BETWEEN ROD CIRCLE BASE PLATE AND FOUNDATION AREA OF HOLE IN BASE "U" BOLT CIRCLE PLATE TO BE AT LEAST 25% OF POLE OPENING BASE PLATE "T" THICK MIN. BASE PLATE "T" THICK MIN. AT BASE FOR GALVANIZING (8) "V" DIA. HOLE MIN. FOR (8) "W" DIA. ANCHOR RODS 1" DIA. DRAIN HOLE (8) "W" DIA. ANCHOR RODS 270 (8) "D" DIA. BOLT HOLES (8) "V" DIA. HOLE MIN. FOR " DIA. ROD FOR WIRE TIE-OFF @ 180 DEG. FOR GALVANIZING FROM TENON SLOT " FILLET WELD ALL AROUND 0 0 5" DIA. HOLE 16-SIDED OR ROUND POLE 1" 1’-0" SCALE: "B" X "A" O.D. TENON PLATE 0 1" 1’-0" 180 "E " SCALE: ROUND POLE "C" DIA. BOLT CIRCLE D PLAN - BASE PLATE CP-1 90 DIRECTION OF TRAFFIC B TENON PLATE SCALE: 1" 1’-0" CP-4 SILICONE JOINT SEALANT UT 100% UNEQUAL LEG FILLET WELD CJP 270 " (K) "I" X "J" SLOTS " " EDGE DISTANCE (TYP) EQUALLY SPACED " "G" X "F" O.D. TOP PLATE (4)" DIA. HOLES FOR USE W/ 3" HOLE IN CENTER OF PLASTIC TIE STRAPS TO SECURE CONDUITS TO PLATE. " "H" DIA. BOLT CIRCLE 0 180 UNEQUAL LEG FILLET WELD. " USE ADEQUATE PREHEAT 90 FULL PENETRATION GROOVE WELD (ROUND OR 16-SIDED POLES) E FILLET WELDED SOCKET CONNECTION (ROUND POLES ONLY) SCALE: SCALE: 6" 1’-0" CP-4 1" 1’-0" CP-4 SCALE: 6" 1’-0" C POLE TOP PLATE F CP-4 SECTION - WELDED POLE - TO - BASE PLATE CONNECTION FOR VARIABLE DIMENSIONS SEE TABLE ON DRAWING NUMBER CP-1 DESIGNER/DRAFTER: E CTI C U PROJECT NO. BLOCK: D - STATE OF CONNECTICUT - 8 IN NO WAY WARRANTED TO INDICATE P THE CONDITIONS OF ACTUAL QUANTITIES DATE REVISION DESCRIPTION SHEET NO. T O F N T R A S P DEPARTMENT OF TRANSPORTATION OF WORK WHICH WILL BE REQUIRED. REV. N INVESTIGATIONS BY THE STATE AND IS R SHEETS IS BASED ON LIMITED O CHECKED BY: T A T I O N E E P A R T M QUANTITIES OF WORK, SHOWN ON THESE N N T - THE INFORMATION, INCLUDING ESTIMATED O TOWN: PROJECT TITLE: SIGNATURE/ C OFFICE OF ENGINEERING - APPROVED BY: DATE: CP-4 DRAWING TITLE: CAMERA POLE SCALE AS NOTED Filename: .\CTDOT STRUCT BRIDGE CAMERA POLE GDE.dgn DRAWING NO. DETAILS SHEET NO. 4
2" DIA. RMC SWEEP " DIA. RMC SWEEP COILED CAMERA FOR GROUND WIRE CABLE 1" DIA. PVC CONDUIT WINCH PLATE { PLATE FOR LOWERING DEVICE CONTROL CABLE 1" DIA. PVC CONDUIT GROUND WIRE FOR CAMERA CABLE " DIA. HOLE FOR 2" 2" (TYP) (TYP) PLASTIC TIE STRAP WALL OF POST 1" DIA. GROUND LUG HANDHOLE FRAME CUT TO " 6" NEOPRENE GASKET MATCH SHAPE OF POLE 3" " 3" 1" 1" " CJP PARK STAND WELDED TO HANDHOLE FRAME 3" " DIA. HEX HEAD STAINLESS STEEL BOLT WITH " DIA. X " COUPLING NUT (6 REQUIRED) B PLAN SECTION - HANDHOLE FRAME " THICK PLATE SCALE: 3" 1’ CP-5 9" DRILL HOLE AND TAP 1" DIA. PVC CONDUIT FOR FOR " DIA. BOLT LOWERING DEVICE CONTROL (2)" DIA. HOLES FOR PLASTIC CABLE TIE STRAP TO SECURE 1" DIA. PVC { HANDHOLE CONDUIT { CAMERA POLE WINCH PLATE DETAIL 1" DIA. PVC CONDUIT C B DRILL " DIA. HOLE IN 1" COVER TO ALIGN WITH (TYP) CP-5 CP-5 10" FOR CONTROL CABLE 3" " SCALE: 3" 1’ 1" PLASTIC TIE STRAP " 7" LOWERING DEVICE 3" 1" 1" " THICK HANDHOLE COVER 1" COUPLING NUT (TYP) CONTROL CABLE (TYP) TYP PARK STAND WELDED " 1" 1" TO HANDHOLE FRAME R " MIN (TYP) PVC COUPLER (TYP) " DIA. ROD PARK STAND WELDED EQUAL TO HANDHOLE FRAME INTERIOR WALL PLASTIC TIE STRAP CAMERA CABLE AND 2’-7" HANDHOLE COVER 1" DIA. PVC CONDUIT " THICK PLATE (6) " X " COUPLING 6" NUTS WELDED TO HANDHOLE FRAME 1" " DRILL AND TAP (2)" DIA. HOLES FOR WINCH BOLT AND PLASTIC TIE STRAP " DIA. X " COUPLING NUT 2’-7" HANDHOLE FRAME 2’-3" HANDHOLE OPENING IN POLE " DIA. HOLE FOR WELDED TO HANDHOLE FRAME DRILL AND TAP FOR " DIA. (TYP 6 LOCATIONS) GROUND LUG " DIA. HEX HEAD STAINLESS STEEL BOLT (6 REQUIRED) " THICK NEOPRENE GASKET ADHERED TO INSIDE FACE OF HANDHOLE COVER DRILL HOLE AND TAP FOR " DIA. WINCH BOLT WITH UNC-13 " WINCH PLATE DRILL " DIA. HOLE FOR SEE "WINCH PLATE DETAIL" PLASTIC TIE STRAP TO PVC COUPLER (TYP) 8" 8" EQUAL SECURE COIL OF CABLE TYP DRILL HOLE AND TAP 3" " PLASTIC TIE WALL OF POST FOR STRAP " DIA. GROUND LUG PLASTIC TIE STRAP GROUND WIRE (2) WELD WASHERS TO COVER AND GROUND FOR FRAME W/ 12" LONG STAINLESS STEEL FOUNDATION SASH CHAIN ON OUTSIDE OF POLE 1" COILED CAMERA CABLE CAMERA POLE " WINCH PLATE SEE "WINCH PLATE DETAIL" R " WELD WASHER TO COVER " THICK " THICK HANDHOLE HANDHOLE FRAME FRAME FOR STAINLESS STEEL 2’ - 7" FROM BOTTOM OF SASH CHAIN HANDHOLE OPENING TO " DIA. RMC SWEEP TOP OF BASE PLATE FOR GROUND WIRE " CJP 2" DIA. RMC " SWEEP POLE WALL 2" DIA. RMC SWEEP SECTION - HANDHOLE C CP-5 SCALE: 3" 1’ HANDHOLE COVER SCALE: 3" 1’ ELEVATION - HANDHOLE OPENING (COVER NOT SHOWN) A CP-1 SCALE: 3" 1’ DESIGNER/DRAFTER: E CTI C U PROJECT NO. BLOCK: D - STATE OF CONNECTICUT - 8 IN NO WAY WARRANTED TO INDICATE P THE CONDITIONS OF ACTUAL QUANTITIES DATE REVISION DESCRIPTION SHEET NO. T O F N T R A S P DEPARTMENT OF TRANSPORTATION OF WORK WHICH WILL BE REQUIRED. REV. N INVESTIGATIONS BY THE STATE AND IS R SHEETS IS BASED ON LIMITED O CHECKED BY: T A T I O N E E P A R T M QUANTITIES OF WORK, SHOWN ON THESE N N T - THE INFORMATION, INCLUDING ESTIMATED O TOWN: PROJECT TITLE: SIGNATURE/ C OFFICE OF ENGINEERING - APPROVED BY: DATE: CP-5 DRAWING TITLE: 6" X 2’ -3" HANDHOLE SCALE AS NOTED Filename: .\CTDOT STRUCT BRIDGE CAMERA POLE GDE.dgn DRAWING NO. DETAILS SHEET NO. 5
1" DIA. PVC CONDUIT FOR LOWERING DEVICE CONTROL CABLE 1" DIA. PVC CONDUIT FOR CAMERA CABLE WALL OF POST 3" CJP HANDHOLE FRAME CUT TO NEOPRENE GASKET MATCH SHAPE OF POLE " DIA. HEX HEAD STAINLESS STEEL BOLT WITH" DIA. X" COUPLING NUT (4 REQUIRED) PLAN SECTION - HANDHOLE FRAME B SCALE: 3" 1’ CP-6 C CP-6 B CP-6 1" DIA. PVC CONDUIT FOR CONTROL CABLE 8" 8" 3" 1" 5" " 6" HANDHOLE OPENING (TYP) 1" 5" (TYP) LOWERING DEVICE CONTROL CABLE " DIA. HEX HEAD STAINLESS DRILL" DIA. HOLE IN 9" HANDHOLE OPENING COUPLING NUT (TYP) 11" R " MIN (TYP) " " THICK PLATE CAMERA POLE 11" HANDHOLE FRAME STEEL BOLT (6 REQUIRED) COVER TO ALIGN WITH " DIA. X " COUPLING NUT WELDED TO HANDHOLE FRAME (TYP 6 LOCATIONS) " THICK NEOPRENE GASKET ADHERED TO INSIDE FACE OF HANDHOLE COVER " THICK HANDHOLE COVER WELD (2) WASHERS TO COVER AND R " FRAME W/ 12" LONG STAINLESS STEEL WELD WASHER TO COVER SASH CHAIN ON OUTSIDE OF POLE FOR STAINLESS STEEL SASH CHAIN (4)" DIA. X" COUPLING NUT WELDED TO HANDHOLE FRAME 1" DIA. PVC CONDUIT " THICK " THICK HANDHOLE HANDHOLE FRAME FRAME 1" DIA. PVC CONDUIT FOR CAMERA CABLE CJP FOR CONTROL CABLE POLE WALL C SECTION - HANDHOLE HANDHOLE COVER SCALE: 3" 1’ SCALE: 3" 1’ ELEVATION - HANDHOLE OPENING DESIGNER/DRAFTER: N N E CTI C U PROJECT NO. T BLOCK: D - STATE OF CONNECTICUT - 8 IN NO WAY WARRANTED TO INDICATE P THE CONDITIONS OF ACTUAL QUANTITIES DATE REVISION DESCRIPTION SHEET NO. T O F N T R A S P DEPARTMENT OF TRANSPORTATION OF WORK WHICH WILL BE REQUIRED. REV. N INVESTIGATIONS BY THE STATE AND IS R SHEETS IS BASED ON LIMITED O CHECKED BY: T A T I O N E E P A R T M QUANTITIES OF WORK, SHOWN ON THESE O TOWN: PROJECT TITLE: SIGNATURE/ - THE INFORMATION, INCLUDING ESTIMATED A CP-1 SCALE: 3" 1’ C CP-6 OFFICE OF ENGINEERING - APPROVED BY: DATE: CP-6 DRAWING TITLE: 6" X 9" HANDHOLE SCALE AS NOTED Filename: .\CTDOT STRUCT BRIDGE CAMERA POLE GDE.dgn DRAWING NO. DETAILS SHEET NO. 6
SUGGESTED POLE INSTALLATION SEQUENCE 1. THE CONTRACTOR SHALL MOBILIZE AN ADEQUATE WORKSPACE TO ASSEMBLE AND RAISE THE CAMERA POLE. THE CAMERA POLE SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIAL PROVISIONS "MAINTENANCE AND PROTECTION OF TRAFFIC " AND "PROSECUTION AND PROGRESS". 2. TO ASSEMBLE THE CAMERA POLE, LAY THE POLE SECTIONS ACROSS A MINIMUM OF TWO WOOD BLOCKS PER SECTION AS SHOWN ON THE PLANS, AND PULL SECTIONS TOGETHER USING A COME-ALONG. (THE HANDHOLE SHALL BE ORIENTATED TOWARD THE SKY) 3. SECURE THE CAMERA CABLE AND LOWERING DEVICE CONTROL CABLE PVC CONDUITS INSIDE THE POLE USING THE PLASTIC TIE STRAPS AS SHOWN ON THE PLANS. FEED THE CAMERA CABLE AND LOWERING DEVICE CONTROL CABLE INTO THEIR RESPECTIVE PVC CONDUITS. 4. ATTACH THE TENON PLATE AND TENON, THEN THE ARM AND JUNCTION BOX IN THE REQUIRED ORIENTATION. 5. CONNECT THE CAMERA CABLE WIRES TO THE WIRES GOING TO THE LOWERING DEVICE. 6. A GUIDE WIRE SHALL BE ATTACHED TO THE LOWERING DEVICE CONTROL CABLE AT THE END OF THE ARM TO PROVIDE EXTRA CONTROL DURING LIFTING AND PLACING. 7. BRACE THE BOTTOM OF THE POLE TO PREVENT SLIDING OF THE POLE DURING LIFTING. 8. PLACE TWO SLINGS AROUND THE POLE FOR LIFTING. ONE SLING SHALL BE PLACED TWO FEET BELOW THE SPLICE LOCATION AND THE OTHER SHALL BE PLACED BELOW THE HANDHOLE. A LIFTING CABLE SHALL CONNECT THE TWO SLINGS AS SHOWN ON THE PLANS. 9. LIFT THE ASSEMBLED CAMERA POLE ABOVE THE FOUNDATION, ROTATE TO DESIRED ORIENTATION AND CONNECT TO ANCHOR RODS. SEE THE SPECIAL PROVISION FOR THE CAMERA POLE FOR ANCHOR ROD TIGHTENING PROCEDURE. 10. NEXT LOWER THE LOWERING DEVICE CONTROL CABLE USING THE WINCH, AND DISCONNECT THE GUIDE WIRE. ATTACH THE CAMERA AND RAISE USING THE WINCH. CRANE CABLE HANDHOLE LIFTING CABLE LIFTING CABLE SPLICE LOCATION LIFTING CABLE WOOD BLOCK (TYP) HANDHOLE SLING 70’ OR 100’ CONSTRUCTION DETAIL SCALE:" 1’ SLING SECURE PVC CONDUITS 2’-0" SLING LOCATION AT SPLICE WOOD BLOCK SCALE: 1" 1’ (TYP) BRACE BASE FROM SLIDING DURING LIFTING DESIGNER/DRAFTER: E CTI C U PROJECT NO. BLOCK: D - STATE OF CONNECTICUT - 8 IN NO WAY WARRANTED TO INDICATE P THE CONDITIONS OF ACTUAL QUANTITIES DATE REVISION DESCRIPTION SHEET NO. T O F N T R A S P DEPARTMENT OF TRANSPORTATION OF WORK WHICH WILL BE REQUIRED. REV. N INVESTIGATIONS BY THE STATE AND IS R SHEETS IS BASED ON LIMITED O CHECKED BY: T A T I O N E E P A R T M QUANTITIES OF WORK, SHOWN ON THESE N N T - THE INFORMATION, INCLUDING ESTIMATED O TOWN: PROJECT TITLE: SIGNATURE/ C OFFICE OF ENGINEERING - APPROVED BY: DATE: DRAWING TITLE: SUGGESTED CAMERA POLE SCALE AS NOTED Filename: .\CTDOT STRUCT BRIDGE CAMERA POLE GDE.dgn INSTALLATION SEQUENCE DRAWING NO. CP-7 SHEET NO. 7
elevation - camera pole pole height 9. 5. 10. 11. steel pole design criteria loads: design method: deflection: traffic control foundation - span pole list of drawings dwg. no. cp-1 camera pole general plan cp-2 cp-3 cp-4 cp-5 cp-6 drawing title cp-7 camera pole details 6" x 2'-3" handhole 6" x 9" handhole camera pole foundation - type c .
Metacafe General Medio General MediaFLO General Martha Stewart Living Omnimedia General Lexico General Internet Broadcasting (IBSYS) General Hearst-Argyle General Harvard Business Review General Greystripe General Friendster General Facebook General Enpocket General Emmis Interactive General Cellfish Media General Company Member Type .
GEOMETRY NOTES Lecture 1 Notes GEO001-01 GEO001-02 . 2 Lecture 2 Notes GEO002-01 GEO002-02 GEO002-03 GEO002-04 . 3 Lecture 3 Notes GEO003-01 GEO003-02 GEO003-03 GEO003-04 . 4 Lecture 4 Notes GEO004-01 GEO004-02 GEO004-03 GEO004-04 . 5 Lecture 4 Notes, Continued GEO004-05 . 6
notes.cc.sunysb.edu Step 4: Launch Notes for the First Time Click the Notes icon in your Dock, or double-click the Notes icon in the Lotus Notes folder. Click New Setup Click Next. In the Your name box enter your first and last name, as listed in the SUNYSB Address Book. In the Domino server name box, enter notes.cc.sunysb.edu.
Phone: dlb associates One Penn Plaza, Suite 2601, New York, NY 10119 CONSULTING ENGINEERS, P.C. (646) 381‐6721 BID SET NEW CLUB HOUSE ASH BROOK GOLF COURSE 1210 RARITAN RD, SCOTCH PLAINS, NJ 07076 PLUMBING INFORMATION SHEET PLUMBING GENERAL NOTES PLUMBING GENERAL NOTES Contract Requirements 1.
Quick Notes If you are in a hurry, or don’t know where to place your notes yet, put the Pages with your notes in the Quick Notes area. You can always move your Pages from the Quick Notes area to a Notebook once you have determined where it belongs. Taking Notes Add Text To add text to your page, click on the screen and begin typing.
Lotus Notes and Domino 8. . IBM Lotus Notes and Domino 8 Reviewers Guide . IBM Lotus Notes and Domino 8 Reviewers Guide . 1.3 What’s new for the Lotus Notes user. 8. Productivity tools. IBM Lotus Notes and Domino 8 Reviewers Guide .
2 Lecture 1 Notes, Continued ALG2001-05 ALG2001-06 ALG2001-07 ALG2001-08 . 3 Lecture 1 Notes, Continued ALG2001-09 . 4 Lecture 2 Notes ALG2002-01 ALG2002-02 ALG2002-03 . 5 Lecture 3 Notes ALG2003-01 ALG2003-02 ALG
WORKSHEETS Worksheet 1: Whole Notes and half Notes Worksheet 2: Quarter Notes and Eighth Notes Worksheet 3: Notes With Flags Worksheet 4: Joined Notes Worksheet 5: Rests With Flags Worksheet 6: More Rests Worksheet 7: Sharps, Flats & Naturals Worksheet 8: Bass Clef Worksheet 9: Treble Clef
