pavement marking standards - denver
TRANSCRIPT
City and County of Denver
Traffic Signal, Sign and Pavement Marking Standards
Denver Public Works Transportation DesignMarch 2019
SHEET NAME2019 TRAFFIC SIGNAL STANDARD DRAWINGS INDEX2019 TRAFFIC SIGNS OF PAVEMENT MARKINGS INDEXTRAFFIC SIGNAL NOTESLEGENDKEY NOTESSPAN WIRE SIGNAL DESIGNMOUNTING HARDWARELOOP DETECTION SHEET 1LOOP DETECTION SHEET 2CONDUIT DETAILSPULL BOXESSIGNAL POLE FOUNDATIONMAST ARM POLE LOADS SHEET 1MAST ARM POLE LOADS SHEET 2MOUNTING DETAILS SHEET 1MOUNTING DETAILS SHEET 2TABLE DATASIGNAL POLE DETAILS -- NO MAST ARM SHEET 1SIGNAL POLE DETAILS -- NO MAST ARM SHEET 2PEDESTAL POLE DETAILS SHEET 1PEDESTAL POLE DETAILS SHEET 2POLE FOUNDATION DETAILSFOUNDATION FOR XCEL FACILITESFOUNDATION FOR CAST-IN-PLACE TRAFFIC SIGNAL POLE"P" CABINET & BASE SHEET 1"P" CABINET & BASE SHEET 2"M" CABINET BASEMETER PEDESTAL CABINET DETAILS
STD DWG NO
2019 TRAFFIC SIGNAL STANDARDSDENVER PUBLIC WORKS
CITY AND COUNTY OF DENVERTRANSPORTATION DESIGN
SHEET NAME STD DWG NO16.1.0.116.1.0.216.1.116.1.2.116.1.2.216.1.316.1.416.1.5.116.1.5.216.1.616.1.716.1.816.1.9.116.1.9.216.1.10.116.1.10.216.1.1116.1.12.116.1.12.216.1.13.116.1.13.216.1.1416.1.1516.1.1616.1.17.116.1.17.216.1.1816.1.19
METER PEDESTAL CABINET FOUNDATION AND BASEFLASHING BEACON DETAILDRIVER'S FEEDBACK SIGN DETAILSFLASHING BEACON & SIGN SHEET 1FLASHING BEACON & SIGN SHEET 2RRFB DETAIL & SIGN SHEET 1RRFB DETAIL & SIGN SHEET 2PEDESTRIAN HYBRID BEACON CROSSWALK (HAWK)CONTROL CABINET & PULL BOX DETAIL
APPROVED:
2019 TRAFFIC SIGNAL STANDARDS
16.1.2016.1.2116.1.2216.1.2316.1.2416.1.25.116.1.25.216.1.2616.1.27
2019 TRAFFIC SIGNAL STANDARDS
APPROVED:
% (_ 3//i9LESL THO, Cl ENGINEER DATE
EMILY GLOE KNER, CITY TRAFFIC ENGINEER DATE
SHEET NAME STD DWG NO
2019 SIGN AND PAVEMENT MARKING STANDARDS
TRANSPORATION DESIGN
DENVER PUBLIC WORKSCITY AND COUNTY OF DENVER
16.2.116.2.2.116.2.2.216.2.316.2.416.2.516.2.616.2.716.2.816.2.916.2.1016.2.1116.2.1216.2.1316.2.1416.2.1516.2.16
TYPICAL CROSSWALK LAYOUT DETAILSPAVEMENT MARKING DETAILS SHEET 1PAVEMENT MARKING DETAILS SHEET 2BIKE LANE TYPICAL MARKING DETAILSCENTRAL BUSINESS DISTRICT PAVEMENT MARKING DETAILSSINGLE SIGN POST MOUNTING DETAILSMULTIPLE SIGN POST MOUNTING DETAILSONE-WAY SIGN PLACEMENT DETAILSTRAFFIC SIGN UTILITY POLE MOUNTING DETAILGROUND MOUNT STREET NAME SIGN INSTALLATION DETAILGROUND MOUNT STREET NAME SIGN DETAILOVERHEAD STREET NAME SIGN & DETAILSNEIGHBORHOOD BIKEWAY BRANDING SIGNPARKING METER POST INSTALLATIONBARRICADE DETAILSBIKE RACK DETAILSBIKE RACK BASE RAIL INSTALLATION DATA
APPROVED:
2019 TRAFFIC SIGNAL STANDARDS2019 TRAFFIC SIGNAL STANDARDS
APPR ED:
LESLEY HOMAS CIT1 NGINEER DATE
EMILY GLOECK ER. Gin’ FFIC ENGINEER DATE
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WIRING
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HARDWARE
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GENERAL
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TRAFFIC SIGNAL NOTES
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CONSTRUCTION
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ALL TRAFFIC SIGNAL WIRE CONNECTORS SHALL BE OF THE BUCHANNAN COMPRESSION TYPE WITH COPPER NONFERROUS CONNECTORS AND IDEAL WRAP-CAPS OR APPROVED EQUAL. WIRE SPLICING IN THE PULL BOXES ARE NOT ALLOWED EXCEPT FOR THE LOOP WIRES. ALL LOOP WIRES SHALL BE SPLICED IN THE WATER VALVE TRAFFIC PULL BOXES. THREE (3) SPARE CONDUCTORS SHALL BE PROVIDED TO EACH HAND HOLE AND TO THE END OF EACH MAST ARM. ALL SOLDERLESS CONNECTORS SHALL BE USED.
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SIGNING
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26. 27. 28.
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12. 13. 14. 15. 16. 17. 18. 19. 20. 21.
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22. 23. 24. 25.
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1. 2. 3. 4. 5.
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6. 7. 8. 9.
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10.
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ALL SIGNAL HEADS (NOT RIGIDLY SUPPORTED TOP AND BOTTOM) SHALL BE CONSTRUCTED OF DIE CAST ALUMINUM AND PAINTED DARK OLIVE GREEN IN CONFORMANCE WITH FEDERAL SPECIFICATION 14056 (12" DIAMETER ONLY). POLYCARBONATE SIGNAL HEADS ARE REQUIRED FOR ALL TRAFFIC SIGNALS AND PEDESTRIAN SIGNALS. ALL POLYCARBONATE HEADS SHALL BE DARK OLIVE GREEN IN CONFORMANCE WITH FEDERAL SPECIFICATION 14056. ALL HARDWARE INCLUDING SPACERS, ELBOWS, AND POLE PLATES SHALL BE PAINTED DARK OLIVE GREEN IN CONFORMANCE WITH FEDERAL SPECIFICATION 14056. LIGHT EMITTING DIODE (LED) SIGNAL LENSES SHALL BE INSTALLED IN ALL SIGNAL INDICATIONS (RED, YELLOW, GREEN, AND WALK, DON'T WALK, AND COUNTDOWN PEDESTRIAN SIGNAL HEAD INDICATIONS). CONTRACTOR SHALL INSTALL THE SIGNAL POLES AND PEDESTALS AT THE EXACT LOCATION AS SHOWN IN THE PLAN UNLESS AUTHORIZED BY THE ENGINEER. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS WITH THE CITY & COUNTY OF DENVER PUBLIC WORKS ENGINEER PRIOR TO START OF WORK.
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OVERHEAD STREET NAME SIGNS TO BE FURNISHED AND INSTALLED ON EACH MAST ARM AS NOTED ON STD DWG NO 16.2.12. SIGN TO BE BOLTED ON 18 INCH TELSPAR EXTENSION WHICH CONNECTS TO MAST ARM BY USE OF ADAPTER SCREWED INTO HOUSING. CONTRACTOR SHALL NOT REMOVE ANY REGULATORY TRAFFIC SIGNS UNLESS SPECIFIED ON PLANS. CITY & COUNTY OF DENVER PUBLIC WORKS ENGINEER TO BE NOTIFIED 48 HOURS PRIOR TO ANY SIGNING CHANGES AT (720) 865-4000. ALL PERTINENT SIGNS AND PAVEMENT MARKINGS MUST BE IN PLACE AT THE TIME A TRAFFIC SIGNAL CHANGE IS MADE, SUCH AS A NEW SIGNAL TURN ON, AND OR CHANGES MADE TO EXISTING SIGNAL OPERATION.
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11.
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HARDWARE (CONT.)
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ITEM NUMBER REFERS TO THE APPROPRIATE SECTION OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION - COLORADO DEPARTMENT OF TRANSPORTATION 2017. FOR WORK INVOLVING XCEL ENERGY, THE CONTRACTOR SHALL COMPLY WITH THE FRANCHISE AGREEMENT IN PLACE BETWEEN THE CITY & COUNTY OF DENVER AND XCEL ENERGY. XCEL ENERGY SHALL PROVIDE POWER SOURCE WITHIN 10' OF TRAFFIC SIGNAL CABINET. THEREFORE ALL SUBMITTALS FOR TRAFFIC SIGNAL POLES SHALL BE MADE TO THE CITY & COUNTY OF DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS OR AS DESIGNATED BY THE ENGINEER. NO TRAFFIC SIGNAL POLES OR STREET LIGHT POLES SHALL BE ORDERED UNTIL A SUBMITTAL HAS BEEN ACCEPTED FROM CITY & COUNTY OF DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS. ALL TRAFFIC SIGNAL AND STREET LIGHTS SHALL BE WIRED INTO THE ELECTRIC METER. XCEL ENERGY TO REMOVE ONLY XCEL OWNED POLES AND EXISTING STREET LIGHTING. THE CONTRACTOR SHALL REMOVE ALL OTHER SIGNAL EQUIPMENT INCLUDING ALL CITY OWNED SIGNAL POLES WITH OR WITHOUT STREET LIGHTING, MAST ARMS, SPAN WIRE POLES, PEDESTAL POLES, SIGNAL HEADS, SPAN WIRE, PUSH BUTTONS, PULL BOXES, CONTROLLER CABINETS AND ALL FOUNDATIONS AS SHOWN ON THE PLANS. CONTRACTOR SHALL REPAIR ALL SIDEWALK AND OTHER CONCRETE AFTER REMOVALS OR AS DIRECTED AND APPROVED BY DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS. ALL SALVAGED SIGNAL EQUIPMENT REMOVED REMAINS THE PROPERTY OF THE CITY & COUNTY OF DENVER AND MUST BE DELIVERED TO DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS AT 5440 ROSLYN STREET. COORDINATE WITH PUBLIC WORKS TRANSPORTATION PROJECT INSPECTOR AT (720) 865-4000 PRIOR TO DELIVERY. NO TRAFFIC SIGNAL SHALL BE TURNED ON OR TURNED OFF ON A FRIDAY OR PRIOR TO A HOLIDAY WITHOUT PRIOR AUTHORIZATION FROM DENVER PUBLIC WORKS TRANSPORTATION (720) 865-4000. NO TRAFFIC SIGNAL SHALL BE TURNED ON WITHOUT PERMANENT SIGNING AND STRIPING.
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PEDESTRIAN PUSH BUTTON SHALL BE IN COMPLIANCE WITH MUTCD SECTION 4E.08. PUSH BUTTONS SHOULD BE LOCATED BETWEEN 1.5 AND 6' FROM THE EDGE OF THE CURB, SHOULDER, OR PAVEMENT.
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ALL CONDUIT SHALL BE SCHEDULE 80 PVC OR HDPE. TWO 3 INCH CONDUITS SHALL BE BROUGHT INTO THE POLE BASE FOR ALL MAST ARM POLES. TWO 2 INCH CONDUITS SHALL BE BROUGHT INTO THE POLE BASE FOR ALL SIGNAL POLES WITHOUT MAST ARM. ONE PULL BOX TO BE INSTALLED AT LOCATIONS SHOWN AS 3H . DESIGNATE ON LID "TRAFFIC" FOR SIGNAL CABLES BY PHYSICALLY EMBOSSING, NOT PAINTING. PULL BOX FOR COMMUNICATION CONDUITS SHALL BE THE 3H (COMM) UNLESS SPECIFIED ON THE PLAN AS 3H (SPECIAL). COMMUNICATION PULL BOX LIDS SHALL BE DESIGNATED "TRAFFIC COMM" BY PHYSICALLY EMBOSSING, NOT PAINTING. SEE STD. DWG. NO. 16.1.7 FOR PULL BOX DIMENSIONS. A SINGLE 3 INCH CONDUIT SHALL BE REQUIRED AND INSTALLED FROM THE TRAFFIC COMM PULL BOX TO THE TRAFFIC SIGNAL CONTROLLER CABINET. CONDUIT SHALL BE SCHEDULE 80 PVC CONDUIT. INTERCONNECT CONDUIT PULL BOXES SHALL BE PLACED AT 500 FOOT MAXIMUM SPACING, OR OTHERWISE DIRECTED BY CITY & COUNTY OF DENVER PUBLIC WORKS ENGINEER. INSTALL WATER VALVE PULL BOX 3P AND 2 INCH SCHEDULE 80 PVC CONDUIT FOR LOOP DETECTION INTERCEPT WHERE SHOWN ON PLANS. SEE STD DWG NO 16.1.5. ALL HOLES IN TRAFFIC SIGNAL POLES TO BE DRILLED OR SAWED. INSTALLING HOLES BY BURNING WITH A TORCH IS NOT APPROVED. FOR MAST ARM MOUNTED SIGNAL HEADS, THE BOTTOM OF ALL OVERHEAD MOUNTED SIGNAL HEADS SHALL BE ON THE SAME HORIZONTAL PLANE AND HAVE A MINIMUM CLEARANCE OF 18' AND A MAXIMUM CLEARANCE OF 19'-0" ABOVE THE CROWN OF PAVEMENT SURFACE, UNLESS OTHERWISE SPECIFIED BY CITY & COUNTY OF DENVER PUBLIC WORKS ENGINEER. FOR SPAN WIRED MOUNTED SIGNAL HEADS, THE BOTTOM OF ALL OVERHEAD MOUNTED SIGNAL HEADS SHALL BE ON THE SAME HORIZONTAL PLANE AND HAVE A MINIMUM CLEARANCE OF 16'-6" ABOVE THE CROWN OF PAVEMENT SURFACE, UNLESS OTHERWISE SPECIFIED BY CITY & COUNTY OF DENVER PUBLIC WORKS ENGINEER. ALL SPAN WIRE SHALL INCLUDE A BOTTOM WIRE OR WIND TETHER. EXISTING SIGNAL FACES SHALL REMAIN VISIBLE AND ILLUMINATED UNTIL NEW SIGNALS ARE TURNED ON. BLOCKING OF EXISTING FACE BY NEW FACE WILL REQUIRE NEW FACE TO BE TEMPORARILY WIRED FOR ILLUMINATION. ANCHOR BOLTS SHALL NOT BE TRIMMED UNTIL SIGNAL POLE BASE ELEVATION IS APPROVED BY CITY & COUNTY OF DENVER PUBLIC WORKS ENGINEER.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Sheet No. of
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TRAFFIC SIGNAL NOTES
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16.1.1
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03
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37
V
30' 30'
TC
TR
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PASW A
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W S
VMS
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BOS
CCTV
P
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VD
TC
TR
PS
V CCTV
BOS
VMS
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VD
P
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ELECTRICAL SERVICE LEGEND
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CONTROLLER CABINET
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PULL BOX - TRAFFIC
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WATER VALVE PULL BOX
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LOOP DETECTOR (LENGTH AS SPECIFIED)
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DOWN GUY
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UNDERGROUND CONDUIT
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LUMINAIRE
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PEDESTRIAN PUSH BUTTON, "WAIT FOR WALK SIGNAL"EDESTRIAN PUSH BUTTON, "WAIT FOR WALK SIGNAL"BUTTON, "WAIT FOR WALK SIGNAL"UTTON, "WAIT FOR WALK SIGNAL"WAIT FOR WALK SIGNAL"AIT FOR WALK SIGNAL"
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EXISTING
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NEW
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INDICATES LEFT OR RIGHT ARROW, PLACE NOTE NEAR SIGNAL POLELEFT OR RIGHT ARROW, PLACE NOTE NEAR SIGNAL POLEEFT OR RIGHT ARROW, PLACE NOTE NEAR SIGNAL POLERIGHT ARROW, PLACE NOTE NEAR SIGNAL POLEIGHT ARROW, PLACE NOTE NEAR SIGNAL POLE
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PBW-L
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PBW-R
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PULL BOX - TRAFFIC COMMUNICATIONS
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POWER SOURCE - ELECTRIC UTILITY
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POLE - WOOD, STEEL, ALUMINUM OR PEDESTALWOOD, STEEL, ALUMINUM OR PEDESTALOOD, STEEL, ALUMINUM OR PEDESTALSTEEL, ALUMINUM OR PEDESTALTEEL, ALUMINUM OR PEDESTALALUMINUM OR PEDESTALLUMINUM OR PEDESTALPEDESTALEDESTAL
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DOOR SHOWN ON RIGHT
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ELECTRICAL SERVICE LEGEND
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SPAN-WIRE MOUNTED SIGNAL CLUSTER
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POLE MOUNTED SIGN
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SPAN WIRE MOUNTED SIGN
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MAST ARM MOUNTED SIGN
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CLOSED CIRCUIT TELEVISION CAMERA
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BLANK OUT SIGN
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VARIABLE MESSAGE SIGN
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ELECTRIC METER
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EXISTING
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NEW
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MAST ARM MOUNTED
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PEDESTAL OR SIDE BRACKET MOUNTED SIGNAL HEAD
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POST MOUNTED SIGN
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SYMBOLIC
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COUNTDOWN
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PEDESTRIAN SIGNAL HEADS
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LENGTH AND ORIENTATION AS NEEDED
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COUNTDOWN
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SYMBOLIC
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VIDEO DETECTION CAMERA
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RADIO ANTENNA
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MICROWAVE DETECTOR
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16"
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SYMBOLIC
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16"
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COUNTDOWN
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*ALL SIGNAL HEADS ARE 12" UNLESS OTHERWISE NOTED
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WITH BACKPLATE
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WITHOUT BACKPLATE
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FLASHING YELLOW
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FLASHING YELLOW
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FLASHING YELLOW BEACON
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FLASHING RED BEACON
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BLUETOOTH TRAFFIC MANAGEMENT SYSTEM
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8"
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8"
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8"
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HAWK SIGNAL
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EMERGENCY VEHICLE PREEMPTIVE SYSTEM
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IOT DEVICE
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WITHOUT BACKPLATE
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30'
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WITH BACKPLATE
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PRIORITY
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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LEGEND
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16.1.2.1
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04
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37
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KEY NOTES
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3A
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3B
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3C
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3D
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3D
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3E
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3F
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3G
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3H
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3I
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3J
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3K
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3L
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3N
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3P
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3Q
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3S
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3T
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3U
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3V
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3W
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REMOVE SIGNAL HEAD
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REMOVE SIGNAL POLE
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REMOVE SIGNAL CABINET, CONTROLLER, PULL BOXES & WATER VALVE PULL BOXES
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REMOVE MAST ARM
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REMOVE SPAN WIRE, CABLE AND ALL ATTACHED SIGNAL HEADS AND EQUIPMENT
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REMOVE PUSH BUTTON
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ELECTRIC UTILITY COMPANY TO REMOVE EXISTING POLE
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ELECTRIC UTILITY COMPANY TO REMOVE, RELOCATE OR RAISE EXISTING OVERHEAD POWERLINE
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REMOVE AND SALVAGE DETECTION CAMERA
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REMOVE EXISTING POLE FOUNDATION TO MINIMUM DEPTH OF 1' BELOW FINISHED GRADE
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REMOVE EXISTING PULL BOX (SPECIAL) FOR SIGNAL SYSTEM COMMUNICATIONS
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REMOVE AND REPLACE COMMUNICATIONS PULL BOX SUCH THAT NEW LID IS SEATED FLUSH WITH PROPOSED SIDEWALK OR CURB RAMP SURFACE
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REMOVALS
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1A
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1B
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1D
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1E
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1F
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1G
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1H
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1J
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1K
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1L
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1M
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1N
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2A
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2B
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2C
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2D
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2G
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2H
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2J
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2K
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RESET SIGNAL HEAD
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RESET SIGNAL POLE
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RESET SIGNAL CONTROLLER, CABINET AND ASSOCIATED EQUIPMENT
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RESET PUSH BUTTON
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RESET SPAN WIRE
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RESET SPAN WIRE AND ALL ATTACHED SIGNAL EQUIPMENT
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RESET DETECTOR
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ELECTRIC UTILITY COMPANY TO RESET EXISTING POLE
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RESETS
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INSTALLATIONS
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INSTALL SIGNAL HEAD OR HEADS
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INSTALL SIGNAL CABINET, CONTROLLER AND ASSOCIATED EQUIPMENT
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INSTALL PUSH BUTTON
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INSTALL CONDUIT
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(2) INSTALL TWO 3-INCH CONDUITS
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INSTALL SIGNAL POLE
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INSTALL MAST ARM - (LENGTH AS SHOWN)
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INSTALL SPAN WIRE
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INSTALL LOOP DETECTOR
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INSTALL CLOSED CIRCUIT CAMERA
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ELECTRIC UTILITY COMPANY TO INSTALL POWER FEED. CONTRACTOR TO EXTEND TO CONTROLLER
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INSTALL LUMINAIRE
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INSTALL WATER VALVE PULL BOX
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NO CHANGE
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INSTALL STREET LIGHT STANDARD
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INSTALL INTERCONNECT (SIZE & TYPE AS SHOWN)
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INSTALL ELECTRIC METER
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INSTALL EMERGENCY VEHICLE PREEMPTION DETECTOR
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INSTALL VIDEO DETECTION CAMERA (FLIR OR VIDEO)
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(COMM)/(SPECIAL) INSTALL PULL BOX MARKED "TRAFFIC COMM" ON LID
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INSTALL ONE PULL BOX ONE MARKED "TRAFFIC" ON LID
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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KEY NOTES
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16.1.2.2
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05
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37
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A
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B
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A
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B
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GUY GUARD
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MIN SLOPE 2' RISE TO 1' RUN
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6' ANCHOR ROD
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NOTE:
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COMPACT ALL BACKFILL PER SPECIFICATIONS
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GUY WIRE
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EXISTING POLE (TYP)
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SEE DETAIL "C" STD DWG NO 16.1.4
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SEE DETAIL 6 STD DWG NO 16.1.14
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IMBEDDED STEEL POLE (TYP) 40'
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58" THIMBLEYE EYEBOLT LENGTH AS REQUIRED
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CROWN IN STREET MAY VARY
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BOTTOM OF ALL SIGNAL HEADS TO BE ON SAME HORIZONTAL PLANE
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SEE DETAIL 6 STD DWG NO 16.1.14
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SAG TO BE 4% ± 12%
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14" TETHER CABLE
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SEE DETAIL "B" STD DWG NO 16.1.4
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SEE DETAIL "A" STD DWG NO 16.1.4
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POLE PLATE ATTACHMENT (3 BOLT-SEE DETAIL "A" THIS DWG)
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POLE CAP
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STEEL POLE WITH SPAN WIRE FOR BOX DESIGN
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EXISTING STRAIN POLE WITH SPAN WIRE
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10'-0"
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16'-6" TO 19'-0"
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CLEARANCE
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LUMINAIRE POLE PLATE ATTACHMENT
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DETAIL "A"
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2" DIA
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6"
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9"
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7"
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3"
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4"
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1"
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90°
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45°
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3" CLOSE NIPPLE AND WEATHER HEAD FOR SIGNAL CABLE
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SECTION B-B
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SECTION A-A
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HOLE SPACING
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TYPICAL STRAIN POLE
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WELD
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2- "x2- "x " 12"x2- "x " 12"x " 58" FLAT WASHER
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58" THIMBLEYE EYEBOLT (LENGTH AS REQUIRED)
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3" CLOSE COUPLING FOR SIGNAL CABLE WEATHER HEAD (FOR MULTIPHASE INSTALLATIONS PROVIDE AN ADDITIONAL COUPLING ON POLE ADJACENT TO CONTROL CABINET)
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CONTRACTOR TO DRILL OR TORCH (IF APPROVED) ALL HOLES REQUIRED FOR COMPLETE SIGNAL INSTALLATION.
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SEE SECTION 614.10 (C) OF CDOT STANDARD SPECIFICATIONS FOR BONDING AND GROUNDING SPECIFICATIONS
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NOTE:
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VARIES
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1'-0" MINIMUM
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1"
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25' TO 27'
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2 "18"
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34"x10 UNC
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11 "12"
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14" TETHER CABLE
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28'-0"
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7'-0"
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9'-0"
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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SPAN WIRE SIGNAL DESIGN
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16.1.3
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06
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37
” ”
” ”
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1 " NIPPLE12" NIPPLE
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POLE MOUNT
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SLIP FITTER
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SEIZE HOLLOW TO POLE CAP USE ONLY 1 " 12" CLOSE NIPPLE (DO NOT USE ELECTRICAL LOCK NUTS)
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1 " STD THREAD 12" STD THREAD ORNAMENTAL PLUG
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POLE PLATE
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4"
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3"
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2"
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2"
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34" DIA BUSHING
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PULLBOX
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A GROUND ROD SHALL BE INSTALLED
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2" RISER
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12" MINIMUM DRIP LOOP
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INTERCONNECT CABLE
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TYPE SHOWN IS FOR WOOD POLE. FOR STEEL POLE INSTALLATION, INTERCONNECT CABLE WILL GO TO CONTROLLER THROUGH SAME WEATHERHEAD AND CONDUIT AS SIGNAL CABLE
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NOTE:
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RISER INSTALLATION FOR INTERCONNECT CABLE
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1'-0"
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34"
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1 "12"
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SE-4071 - HUB PLATE, UNIVERSAL, 1-1/2” NPS, ALUM NPS, ALUM W/ 15/16” DIA HOLE IN REAR DIA HOLE IN REAR SE-4108 - HUB PLATE, UNIVERSAL, 1-1/2” NPS, ALUM NPS, ALUM W/ 1-1/2” DIA HOLE IN REARDIA HOLE IN REAR
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34" DIA HOLE
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HUB PLATE (PELCO SHOWN)
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SPAN WIRE MOUNTING
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SIGNAL
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SPAN WIRE HANGER
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LOCKNUT
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9" DOUBLE LOOP TAPED TOGETHER
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18"
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MAX.
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DETAIL "A"
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MESSENGER CLEVIS AND SPAN WIRE HANGER TO BE MALLEABLE IRON
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BEFORE MOUNTING, APPLY WATER PROOF TAPE TO THREADS AS DIRECTED BY MANUFACTURER
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USE 21MM STD GALVANIZED CONDUIT NIPPLE WHEN DETECTOR ASSEMBLY IS MOUNTED ON PEDESTAL, SIGNAL HEAD FRAMEWORK OR MAST ARM
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NOTE: KNOCK OUT WEEP HOLE BEFORE INSTALLING
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DETECTOR CABLE
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POLE PLATE WITH " 34" BUSHING
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MAST ARM
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FIRE PRE-EMPTION DETECTION UNIT MASTARM MOUNTING
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BOTTOM VIEW
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12" DRIP LOOP BELOW WEATHERHEAD
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CABLE RINGS
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LONG-BAILED CLAMPS (TYP)
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58" THIMBLEYE EYEBOLT (LENGTH AS REQUIRED)
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3" NIPPLE AND WEATHERHEAD
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CABLE INSTALLATION WITHOUT INSULATOR-STEEL POLE
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DETAIL "B"
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1'-0"
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CABLE INSTALLATION ELECTRIC UTILITY POLE
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58" THIMBLEYE EYEBOLT LENGTH AS REQUIRED
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LONG-BAILED CLAMPS (TYP)
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GUY HOCK
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DETAIL "C"
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116" DIA HOLE
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13 "12"
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UPPER ARM
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HIGH-STRENGTH CABLE ASSEMBLY
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CABLE ASSEMBLY; SWIVEL CASTING AND U-BOLT ASSEMBLY
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SET SCREWS OR LOCKING BOLTS REQUIRED FOR TOP AND BOTTOM ARMS
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LOWER ARM SHALL HAVE WIRING ACCESS CABLE
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SIGNAL HEAD CONFIGURATIONS SHALL BE AS SHOWN ON PLANS
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SKYBRACKET MAST ARM MOUNTING HARDWARE
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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MOUNTING HARDWARE
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16.1.4
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07
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37
A
A
V
V
A B C
V
V
VD
VD
VD
VD
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GENERAL NOTES
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MATERIAL REQUIREMENTS
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TYPICAL LOOP LOCATION DETAIL
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SIDE STREET LOOPS PLACED 10 FEET BACK FROM FLOW LINE AND 1 FOOT MINIMUM, 3 FEET MAXIMUM FROM CENTERLINE OR AS SHOWN ON PLANS.
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LEFT TURN LOOP QUADRUPOLE, 2-4-2 TURNS CENTERED IN LANE
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CONCRETE PAVEMENT
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WATER VALVE BOX (WV)
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WV
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2" CONDUIT
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WV
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LEAD-IN-SPLICE AT POLE BASE OR PULL BOX.
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MAIN STREET
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SIDE STREET
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WV TO BE INSTALLED ON LANE LINE OR CENTERED BETWEEN LOOPS.
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TYPICAL VEHICLE LOOP SHALL BE 6 FEET WIDE AND 40 FEET LONG.
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WV
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GENERAL NOTES (CONT.)
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AFTER SAW CUT IS CLEANED OF DEBRIS THE WIRE SHALL BE PLACED BY PUSHING IT INTO THE SLOT WITH A BLUNT NON-METALLIC OBJECT. A SCREWDRIVER OR OTHER SHARP TOOL SHALL NOT BE USED. BEFORE THE LOOP SYSTEM IS SEALED THE LOOP SHALL BE CHECKED FOR ELECTRICAL CONTINUITY BY TESTING FOR INDUCED AC VOLTAGE, INDUCTANCE, AND RESISTANCE. LOOPS SHALL BE SEALED USING SEALER AS DESCRIBED IN THE MATERIAL REQUIREMENTS AND SHOWN IN THE DETAILS. WHEN POSSIBLE INSTALL LOOP UNDER CONCRETE PAVING BY STAKING WITH PLASTIC TENT STAKES OR REBAR CHAIRS AT THE DIRECTION OF THE ENGINEER. LOOPS SHALL BE INSTALLED PRIOR TO FINAL LIFT OF ASPHALT. PREFORMED LOOPS MAY BE USED AT THE DIRECTION OF THE ENGINEER. BICYCLE DETECTION LOOPS SHALL BE LAID OUT AND INSTALLED IN THE SAME MANNER AS VEHICLE LOOPS.
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8. 9. 10. 11. 12. 13. 14.
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LOOP DETECTORS SHALL BE INSTALLED WITH THE NUMBER OF TURNS OF WIRE AND IN THE CONFIGURATION SHOWN ON SCHEMATIC. A COMPLETE INSTALLATION CONSISTS OF A LOOP OR GROUP OF LOOPS INSTALLED IN THE ROADWAY, LEAD-IN CABLE, AND A DETECTOR UNIT INSTALLED IN A TRAFFIC SIGNAL CONTROLLER CABINET. LOOP WIRES SHALL BE BROUGHT OUT TO THE NEAREST SIGNAL POLE OR PULL BOX AND EXISTING UNDERGROUND CONDUIT OR OVERHEAD MESSENGER WIRE USED FOR LEAD-IN CABLE TO CONTROL CABINET. THE LOOP DETECTOR WIRES SHALL BE SPLICED TO THE LEAD-IN CABLE USING WATER PROOF SPLICE DEVICES. ALL LOOP WIRES SHALL BE CLEARLY IDENTIFIED AT THE CONNECTION POINT BY LETTERING FROM THE ROADWAY CENTER. NO BACKER ROD OR FILLER MATERIAL SHALL BE USED IN THE SAW CUT. THE SAW CUT SHALL BE MADE -INCHES WIDE AND A MINIMUM OF 3 INCHES 38-INCHES WIDE AND A MINIMUM OF 3 INCHES DEEP. THE SLOT SHALL BE AS STRAIGHT AS POSSIBLE AND SHALL NOT VARY MORE THAN -INCH WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE. NO 12-INCH WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE. NO SAWING SHALL BE STARTED UNTIL LAYOUT OF LOOP IS CHECKED AND APPROVED BY THE ENGINEER'S REPRESENTATIVE. SAW CUTS SHALL BE WASHED AND BLOWN DRY AND CLEANED PRIOR TO PLACEMENT OF WIRE. CORNERS OF LOOPS SHALL BE DRILLED 3-INCHES DEEP WITH 2-INCH DIAMETER. SEE DRILLED CORNER DETAIL.
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1. 2. 3. 4. 5. 6. 7.
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THE LOOP WIRE SHALL BE NO. 14 AWG, STRANDED SINGLE CONDUCTOR, CROSSLINKED POLYETHYLENE INSULATION WHICH IS PROTECTED BY A CONTINUOUS FLEXIBLE VINYL OR POLYETHYLENE PLASTIC TUBING. LOOP LEAD-IN CABLE SHALL BE 4/C AWG#18 STRANDED COPPER WIRE SHIELDED WITH POLYETHYLENE JACKET AND INSULATION IN ACCORDANCE WITH 3M SPECIFICATION NO 30003. ROADWAY LOOP EMBEDDING SEALER SHALL BE USED TO ENCAPSULATE THE LOOP WIRES. THE SEALER SHALL BE ONE PART COMPONENT SYSTEM WHICH IS PLACED UNDER PRESSURE USING A CONVENTIONAL CARTRIDGE GUN OR BULK HANDLING PUMP EQUIPMENT. SEALER SHALL HAVE A VISCOSITY WHICH WILL COMPLETELY ENCAPSULATE THE WIRES AND WILL REMAIN PERMANENTLY FLEXIBLE WITH AGE. SEALER SHALL BE APPROVED BY THE ENGINEER PRIOR TO BEGINNING WORK.
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1. 2. 3.
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TYPICAL VIDEO CAMERA LOCATION DETAIL
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LEFT TURN VIDEO DETECTION ZONE
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CONCRETE PAVEMENT
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MAIN STREET
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SIDE STREET
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5'
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VEHICLE VIDEO OR BICYCLE DETECTION ZONE
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VEHICLE VIDEO OR BICYCLE DETECTION CAMERA ON MAST ARM (TYP)
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10'-0" MIN.
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10'-0" MIN.
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Issued By:
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Comments
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Date:
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Sheet Revisions
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Sheet No. of
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LOOP DETECTION SHEET 1
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16.1.5.1
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08
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37
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OVERLAP THE SAWED SLOTS TO INSURE EQUAL DEPTH AT DRILLED CORNERS
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DRILL DETECTOR LOOP CORNERS 3" DEEP THEN SAW PAVEMENT SLOTS TO FORM LOOP
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DRILLED CORNER DETAIL
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ONE PART SEALER (NO FILLER)
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SECTION A-A
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SECTION B-B
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SAWED SLOT DETAILS
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3" MIN.
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2" MIN.
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WATERPROOF SPLICE OR CONNECT AT TERMINAL AT STRIP
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EACH PAIR OF LOOP LEAD-IN DETECTOR WIRES SHALL BE TWISTED 3 TURNS PER FOOT THROUGH CONDUIT.
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CURB & GUTTER
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PULL BOX
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LEAD-IN WIRE
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CONDUIT TO NEXT PULL BOX
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2" PLASTIC CONDUIT
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WATER VALVE PULL BOX
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DETECTOR WIRES IN SAW CUT
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REPLACE PAVEMENT PER SPECIFICATIONS
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LOOP DETECTOR LEAD-IN FOR WATER VALVE PULL BOX
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TYPICAL LOOP WIRING SCHEMATIC
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A
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A
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B
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B
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Pull Box
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2" Conduit
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Quadrapole Loop 2-Turns
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Water Valve Pull Box (WV)
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Direction of Traffic
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38"
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38"
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2" DIA
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ONE PART SEALER (NO FILLER)
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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LOOP DETECTION SHEET 2
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16.1.5.2
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09
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37
TR
TC
PS
S
TCTC
TCTC
TC
M
V
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JOINT USE TRENCH
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2 - 3" TRAFFIC SIGNAL CONDUIT
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WATER VALVE PULLBOX
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2" VEHICLE DETECTOR LOOP CONDUIT
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SIGNAL POLE
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LUMINAIRE
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JOINT USE TRENCH
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2 - 3" TRAFFIC SIGNAL CONDUIT
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2 - 3" TRAFFIC CONDUIT
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PULL BOX "TRAFFIC"
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2 - 3" TRAFFIC CONDUIT
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3" INTERCONNECT CONDUIT WITH PULLBOXES EVERY 500' MAX.
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PULL BOX "TRAFFIC COM"
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CONTROLLER CABINET
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POWER SOURCE DETAILS
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NOTES::
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SIDEWALK
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BRIDGE DECK
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INTERCONNECT CONDUIT PLACEMENT ON BRIDGE
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PULLBOXES SHALL BE PLACED AS CLOSE AS PRACTICAL TO THE ENDS OF THE BRIDGE AND BE FLUSH WITH SIDEWALK OR FINISHED GRADE SURFACE.
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NOTE::
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PARAPET
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2 - 3" CONDUITS
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PULLBOX "TRAFFIC COMM"
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END OF BRIDGE ABUTMENT
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END OF BRIDGE ABUTMENT
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BRIDGE PARAPET
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2 - 3" CONDUITS
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2 - 3" CONDUITS (ALTERNATE LOCATION)
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BRIDGE DECK
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SIDE WALK
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PULLBOX "TRAFFIC COMM"
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3" INTERCONNECT CONDUIT
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NOTES::
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1. 2. 3. 4. 5.
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MINIMUM 2'
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2'-6"
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WIDTH OF TRENCH
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6" MIN. (TYP.)
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6" MIN (TYP.)
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NEW ASPHALT
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WIDTH OF PATCH
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(MIN 4")
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TRENCH PATCH (ASPHALT/MISC MATERIALS)
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CABLE
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SOIL
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TRENCH PATCH (GRAVEL OR LANDSCAPED)
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TRENCH PATCH (ASPHALT)
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9" (MIN) OR MATCH EXISTING ASPHALT THICKNESS
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FLOW FILL (CEMENT OR FLYASH) BASED FOR TRENCHES 2' WIDE OR LESS)
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CONDUIT
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2'-0"
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MIN.
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SUB- GRADE
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GRAVEL, GRASS OR LANDSCAPING (REPLACE IN KIND)
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MIN 4" OF GRAVEL OR 4" OF TOPSOIL FOR GRASS
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REPLACE WITH EXCAVATED MATERIAL
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SAW CUT (TYP)
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4"
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MIN.
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4"
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MIN.
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CABLE
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CONDUIT
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3" INTERCONNECT CONDUIT
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1 - 2" ELECTRIC CONDUIT
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1 - 2" ELECTRIC CONDUIT
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FACE OF CURB
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BACK OF CURB
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PAN
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ELECTRIC METER
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1 - 3" TRAFFIC CONDUIT
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TO DETECTOR LOOOPS
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2'-6"
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TRENCH PATCH (CONCRETE)
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SOIL
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WIDTH OF PAVEMENT CUT
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(SEE NOTE 3)
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L
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FLOW FILL (CEMENT OR FLYASH) BASED FOR TRENCHES 2' WIDE OR LESS)
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TIE BARS DRILLED AND EPOXIED (TYP)
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EXISTING CONCRETE PAVEMENT
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4"
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MIN.
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CABLE
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CONDUIT
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SAW CUT (TYP)
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L
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WHEREVER POSSIBLE CONDUIT OR CABLE SHALL BE INSTALLED BY BORING, DRIVING OR ANY OTHER ACCEPTABLE MEANS UNDER CONCRETE UNITS AND OPEN CUTTING SHALL BE USED ONLY UNDER SPECIAL CIRCUMSTANCES AND ONLY AFTER APPROVAL BY THE CITY. THIS DETAIL APPLIES TO ALL CONCRETE STREETS, ALLEYS, SIDEWALKS, CURBS, GUTTERS AND DRIVEWAYS. LIMITS OF CONCRETE PAVEMENT REMOVAL: A. FOR CONCRETE PAVEMENT LESS THAN 3 YEARS OLD, ENTIRE PANEL SHALL BE REMOVED. B. FOR PAVEMENT OLDER THAN 3 YEARS, THE FOLLOWING APPLIES: - ONE REMOVAL LIMIT SHALL FOLLOW AN EXISTING JOINT, WHEN POSSIBLE. - IF NEITHER LIMIT OF REMOVAL FOLLOWS AN EXISTING LINE, THE LIMITS OF REMOVAL SHALL BE 4' FROM AN EXISTING JOINT, OR THE REMOVAL SHALL BE EXTENDED TO THE EXISTING JOINT. - THE MINIMUM WIDTH OF PAVEMENT REMOVAL SHALL BE 4'. A CONSTRUCTION JOINT SHALL BE USED TO TIE THE CONCRETE PATCH TO EXISTING CONCRETE ON ALL SIDES EXCEPT WHERE LIMITS MATCH AN EXISTING TRANSVERSE CONSTRUCTION JOINT. TIE BARS SHALL BE ELIMINATED AT TRANSVERSE CONTRACTION JOINTS. THE LIMITS OF CONCRETE PATCHING SHALL BE PERPENDICULAR OR PARALLEL TO THE CENTERLINE OF THE STREET. SKEWED TRENCHES ARE NOT PERMITTED.
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POINT OF SERVICE POWER SOURCE SHALL BE DESIGNED AND INSTALLED BY ELECTRIC UTILITY COMPANY
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SEE CDOT STANDARDS M-613-01 AND S-614-10(C) & SECTION 613 OF CDOT SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. WIRING FOR STREET LIGHT LUMINAIRES SHALL BE TAGGED PER STANDARD SPECIFICATIONS. ALL POLES SHALL BE GROUNDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE (NEC). ALL HDPE CONDUITS SHALL BE JOINED WITH THE APPROPRIATE HDPE COUPLINGS. ALL ELECTRICAL SYSTEMS SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH THE SPECIFICATIONS. A " X 8' COPPER GROUND ROD SHALL BE INSTALLED IN ALL PULL BOXES. CONTROLLER CABINETS SHALL 58" X 8' COPPER GROUND ROD SHALL BE INSTALLED IN ALL PULL BOXES. CONTROLLER CABINETS SHALL BE GROUNDED TO NEAREST TRAFFIC SIGNAL PULL BOX. ALL CONDUITS AND POLES SHALL BE ELECTRICALLY BONDED WITH #10 COPPER WIRE AND CONTAIN A PULL STRING LOCATE WIRE. INTERCONNECT CONDUITS SHALL HAVE INSTALLED A SINGLE #14 INSULATED CONDUCTOR AND MULE TAPE.
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1. 2. 3. 4. 5. 6.
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Issued By:
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Date:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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CONDUIT DETAILS
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16.1.6
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10
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37
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TRAFFIC
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A
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A
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1.5"
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3.0"
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3.5"
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1.6"
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8.85"
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7.65"
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6.75"
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7.35"
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.25"
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10"
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SECTION "A-A"
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WATER VALVE PULL BOX
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WATER VALVE PULL BOX LID
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7.2"
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DESCRIPTION
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A
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B
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D
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E
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F
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G
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H
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COMMENTS
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25"
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12"
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TABLE OF DIMENSIONS FOR PRECAST PULL BOX
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DIMENSIONS (IN.)
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TYPE A
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TYPE B (TRAFFIC)
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TYPE C (COMM)
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C
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2"
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2"
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2"
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24"
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36"
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12"
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24"
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TRAFFIC
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H
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G
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D
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E
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F
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B
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A
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C
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12" GRAVEL BASE FOR COMPOSITE PULLBOX AND CABINET BASE. ( " ROCK AGGREGATE)34" ROCK AGGREGATE)
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PULL SLOT
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CONCRETE
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PRECAST PULL BOX
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8"
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8"
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MIN.
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12" R
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TRENCH
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ROADWAY
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A
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A
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B
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B
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18" RADIUS ELBOW
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1" MIN. CLEARANCE CONDUIT TO SIDE
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LID
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8" MIN.
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2'-6" MIN.
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4"±
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14" MIN. 12" MAX.
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ASPHALT OR CONCRETE
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CONDUIT SEAL
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TERMINATE CONDUIT WITHIN 3" OF BOTTOM
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OTHER CONDUITS IN SAME TRENCH
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SECTION A-A
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SECTION B-B
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FOR LOOP DETECTOR WIRE
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WATER VALVE PULL BOX
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BASE MATERIAL
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TOP VIEW
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SAWCUT FROM LOOP (SEE NOTE NO 2)
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ASPHALT/ CONCRETE PATCH AREA
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WATER VALVE PULL BOX
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WATER VALVE PULL BOX SHALL BE A WATER VALVE STEM TYPE PULL BOX MADE OF CAST IRON. THE PULL BOX ITSELF SHALL HAVE CAPABILITY OF ACCEPTING RISER RINGS FOR FUTURE OVERLAYS. THE LID SHALL BE CAST IRON OR STEEL AND HAVE THE WORD "TRAFFIC" PRINTED ON IT. PULL BOXES SHALL HAVE " TO 1" DIAMETER HOLES DRILLED OR 34" TO 1" DIAMETER HOLES DRILLED OR TORCHED 3" FROM TOP TO ACCEPT A LOOP DETECTOR WIRE FLEXIBLE VINYL OR POLYETHYLENE TUBING. THE NUMBER OF HOLES SHALL BE AS PER PLANS OR AS DIRECTED BY THE ENGINEER. CARE SHALL BE TAKEN DURING BACK FILL COMPACTION TO PREVENT COLLAPSE OF THE TUBES. A MINIMUM 2 FEET OF SLACK IS TO BE PROVIDED ON BOTH FEED AND LOOP WIRES SO THAT ALL TESTING AND SPLICING CAN BE DONE OUTSIDE THE PULL BOX. PULL BOX IS TO BE LOCATED IN AN AREA OF THE STREET NOT HEAVILY TRAVELED, IF POSSIBLE, AND A MINIMUM OF 12" FROM THE CONCRETE GUTTER PAN. IF HOT ASPHALT IS NOT AVAILABLE, A CONCRETE RING (12" MINIMUM RADIUS AND 8" MINIMUM DEPTH) MAY BE USED AT THE DIRECTION OF THE ENGINEER.
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1. 2. 3. 4. 5. 6.
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WATER VALVE PULL BOX NOTES:
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PULL BOXES AND COVERS SHALL BE COMPLETELY MADE OF FIBERGLASS REINFORCED POLYMER CONCRETE DESIGNED TO ANSI/SCTE 77 2007 TIER 22 "SPECIFICATIONS FOR UNDERGROUND ENCLOSURES INTEGRITY".
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13- "34"
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17- "12"
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22- "14"
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23- "14"
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30- "12"
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34- "14"
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15- "12"
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19- "14"
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32- "14"
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10- "14"
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13- "12"
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19- "34"
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19- "14"
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26- "12"
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30- "14"
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2"
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30"
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48"
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18"
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22- "14"
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TYPE D (SPECIAL)
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46- "12"
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ALTERNATE SAWCUT (SEE NOTE NO. 2)
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Sheet No. of
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PULL BOXES
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16.1.7
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11
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37
g
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DIA.
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V BARS SPACED EQUALLY
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ANCHOR BOLT LENGTH
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FINISHED GROUND LINE
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#4 CONTINUOUS SPIRAL W/ 6" PITCH AND ONE
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AND ONE HALF EXTRA TIED TURN AT TOP OF CAISSON
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DEPTH (D)
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TOTAL LENGTH (DRILLED CAISSON)
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TOP OF
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CAISSON
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PROJECTION
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(11" MAX)
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DRILLED CAISSON
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3" CLEARANCE
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(4) ANCHOR BOLTS
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DIA - 6"
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CAISSON DATA
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MAST ARM LENGTH (FT.)
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DIA. (IN.)
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DEPTH (D) (FT.)
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BOLT CIRCLE DIA. (IN.)
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SIZE
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TOTAL
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V BARS
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FOUNDATION SCHEDULE
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48
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48
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48
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54
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48
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11.0
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12.0
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17.0
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13.0
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17.0
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18
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18
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18
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18
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18
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20
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22
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25
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25
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26.5
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36
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18.0
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11
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22
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36
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13.0
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#9
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11
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20
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COHESIVE SOIL
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COHESIONLESS SOIL
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10.0
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10.0
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14.5
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10.0
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14.5
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14.0
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12.0
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DESIGN OF FOUNDATIONS IS BASED ON TRAFFIC SIGNAL POLE CONFIGURATIONS PROVIDED BY VALMONT INDUSTRIES, INC. DRAWING NO. TK01256 FOR THE CITY & COUNTY OF DENVER AND PUBLIC SERVICE OF COLORADO. REFER TO CITY & COUNTY OF DENVER TRAFFIC STANDARD DRAWINGS FOR ANY ADDITIONAL TRAFFIC POLE INFORMATION. DESIGN CRITERIA: 2015 AASHTO "LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS, FIRST EDITION" AN ULTIMATE WIND VELOCITY OF 120 MPH HAS BEEN USED FOR THE DESIGNS HEREIN. ALL FOUNDATIONS ON THIS SHEET ARE FOR SINGLE MAST ARM POLES, EXCEPT AS NOTED. THE DESIGNS HEREIN ASSUME THAT SIGNALS ARE INSTALLED WITHIN THE ROADWAY PRISM WITH THE FOLLOWING SOIL PARAMETERS: SOIL DENSITY g = 110 LB./CU.FT. = 110 LB./CU.FT. SOIL COHESION = 750 LB./SQ.FT. FOR MEDIUM STIFF COHESIVE SOIL SOIL ANGLE = 30° FOR MEDIUM DENSE COHESIONLESS SOIL SF = 1.25 FOR TORSIONAL RESISTANCE AND 3.0 FOR FLEXURAL RESISTANCE CONTACT THE ENGINEER IF ANY OF THE FOLLOWING SOIL CONDITIONS ARE ENCOUNTERED DURING DRILLING: (A) SIGNALS WILL NOT BE INSTALLED WITHIN THE ROADWAY PRISM (B) THE SOIL HAS A HIGH ORGANIC CONTENT OR CONSISTS OF SATURATED SILT AND CLAY (C) THE SITE WON'T SUPPORT THE WEIGHT OF THE DRILLING RIG (D) THE FOUNDATION SOILS ARE NOT HOMOGENOUS (E) FIRM BEDROCK IS ENCOUNTERED (F) CAVING SOILS (G) GROUNDWATER (H) EXPANSIVE SOILS (I) TRASH (J) BOTTOM OF CAISSON WILL EXTEND BELOW BOTTOM OF ANY ADJACENT BUILDING OR RETAINING WALL FOUNDATION (K) SLOPES GREATER THAN 10% CAISSONS SHALL BE PLACED AGAINST UNDISTURBED EARTH. CAISSONS SHALL BE CONSTRUCTED WITH AIR ENTRAINED CDOT CLASS BZ CONCRETE IN ACCORDANCE WITH SECTION 503 OF THE STANDARD SPECIFICATIONS. REINFORCING STEEL SHALL BE GRADE 60. CAISSON CONCRETE SHALL REACH THE SEVEN DAY PREDICTED STRENGTH PRIOR TO INSTALLING THE SIGNAL STRUCTURE. FOUNDATION TO BE PROVIDED WITH 2 CONDUIT STUB OUTS (2 - 3"). DIRECTION TO BE DETERMINED BY CITY & COUNTY OF DENVER ENGINEER AND IS TO BE CONSIDERED AS PART OF THE FOUNDATION BID ITEM. BASE PLATE, NUTS AND NUT COVERS TO BE FURNISHED BY POLE MANUFACTURER. ANCHOR BOLTS ARE TO BE FURNISHED BY THE CONTRACTOR AND ARE INCLUDED IN THE COST OF THE FOUNDATION. FOUNDATION SHALL BE PAID BY THE FEET OF DEPTH DRILLED. USE OF THE SHORTER FOUNDATION FOR COHESIONLESS SOIL SHALL BE ALLOWED ONLY BY APPROVAL OF THE CCD TRAFFIC ENGINEER. PLUMBING OF POLES SHALL BE ACCOMPLISHED BY ADJUSTING NUTS AFTER LOADING OF MAST ARM. EACH END OF CAISSON TIES TO BE TERMINATED WITH A 135° HOOK AROUND A LONGITUDINAL BAR. DESIGN IS BASED ON A HORIZONTAL GROUND SURFACE CONDITION IN THE VICINITY OF THE CAISSON. CAISSONS SHOULD NOT BE INSTALLED AT SITES WITH A SLOPE EXCEEDING 10 PERCENT. LEVELING CONCRETE SHALL BE 4,000 PSI CLASS B AIR ENTRAINED CONCRETE. YIELD STRESS OF REINFORCING STEEL SHALL BE MINIMUM 60,000 PSI.
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1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17.
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GENERAL NOTES
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2"
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6"
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#9
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#9
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#9
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#9
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%%UCAISSON PROFILE
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SIDEWALK OR LEVELING CONCRETE
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6" MAX.
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%%UTRAFFIC SIGNAL POLE CAISSON
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V BARS SPACED EQUALLY
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#4 SPIRAL
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1. 2. 3. 4. 5. 6.
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%%uANCHOR BOLTS
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%%UNOTES:
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(4) 2.5" DIAMETER ANCHOR BOLTS PER CAISSON WITH (2) 2.5" HEX AND (2) 2.5" WASHERS PER BOLT WITH THREADED END GALVANIZED TO AT LEAST 12" FROM END. LENGTH, THREAD LENGTH, HOOK LENGTH, AND DIAMETER OF EACH ANCHOR BOLT SHALL BE AS NOTED ABOVE IN DETAIL. ANCHOR BOLTS SHALL BE MEDIUM STRENGTH, MILD STEEL OR ALLOY STEEL WITH MINIMUM DESIGN YIELD STRENGTH OF ASTM F1554 GRADE 55, OR 55 KSI. ALLOY ANCHOR BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A193 GRADE B7. MEDIUM STRENGTH, MILD STEEL ANCHOR BOLTS SHALL CONFORM TO THE REQUIREMENTS OF A MODIFIED ASTM A36 (WITH 55 KSI YIELD STRENGTH), OR ASTM A572 GRADE 55. WELDED SPLICING OF A ROD MATERIAL FOR ANCHOR BOLTS WILL NOT BE PERMITTED. THREADS FOR ANCHOR BOLTS SHALL BE ROLLED OR CUT THREADS OF UNIFIED COARSE THREAD SERIES IN ACCORDANCE WITH ANSI B1.1. FOR ROLLED THREADS, THE DIAMETER OF THE UNTHREADED PORTION SHALL NOT BE LESS THAN THE MINIMUM PITCH DIAMETER NOR MORE THAN THE MAXIMUM MAJOR DIAMETER OF THE THREADS. ALL THREADS FOR BOLTS AND NUTS SHALL HAVE CLASS 2 FIT TOLERANCES IN ACCORDANCE WITH ANSI B1.1.
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NUTS FOR ALLOY STEEL ANCHOR BOLTS SHALL CONFORM TO ASTM A194 GRADE 2H OR ASTM A563, HEAVY HEX, GRADE DH CLASS 12. NUTS FOR MEDIUM STRENGTH, MILD STEEL ANCHOR BOLTS SHALL CONFORM TO ASTM A194 GRADE 2H OR ASTM A563, GRADE D OR BETTER. ALL THREADS FOR NUTS SHALL HAVE A CLASS 2B TOLERANCE IN ACCORDANCE WITH ANSI B1.1. WHEN NUTS ARE TO BE GALVANIZED, THE UNTAPPED BLANKS SHALL BE GALVANIZED PRIOR TO CUTTING THE THREADS. EXPOSED NUTS SHALL BE GALVANIZED OR COATED WITH A ZINC-RICH COATING IF THE ANCHOR BOLTS ARE NOT GALVANIZED. WASHERS INSTALLED WITH ANCHOR BOLTS OF ANY TYPE SHALL CONFORM TO THE REQUIREMENTS OF ASTM F436 AND SHALL HAVE THE SAME FINISH OR COATING AS THE BOLT AND NUT.
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7. 8. 9.
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%%uNUTS AND WASHERS
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40 (DBL ARM)
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36
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16.0
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11
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22
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13.5
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#9
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54
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14.0
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18
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26.5
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10.0
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#9
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75
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60-70
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45-55
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20-40
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48
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13.0
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18
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22
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10.0
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#9
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DIA.
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54
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11.0
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18
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20
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10.0
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#9
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56
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12.0
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18
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22
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10.0
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#9
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60
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13.0
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18
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25
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10.0
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#9
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60
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14.0
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18
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26.5
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10.0
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#9
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54
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13.0
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18
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22
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10.0
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#9
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Issued By:
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Date:
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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SIGNAL POLE FOUNDATION
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16.1.8
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12
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37
If\ DENVER ., THE MILE HIGH CITY
October 18, 2019 - Signal Pole Foundation Anchor Bolts
SUBJECT: Modification to PWES-009.1 Transportation Design Signal, Sign and Marking Standards STD DWG 16.1.8
Denver Public Works has evaluated the anchor bolt size requirements for the Signal Pole Foundations
used to support Signal Mast Arm Poles. After further evaluation, it has been determined that 2" diameter bolts are sufficient for mast arms up to 75 feet in length.
It is therefore determined that DPW's Public Works Standards, Details, Manuals, Plans and Studies for the
Engineering Division (PWES-009.1), Transportation Design Signal, Sign and Marking Standards (Std. Dwg
16.1.8), Notes, Anchor Bolts, Note 1, enacted March 7, 2019, is hereby revised to state:
1. (4) 2.0" diameter anchor bolts per caisson with (2) 2.0" HEX and (2) 2.0" washers per bolt with threaded end galvanized to at least 12" from end.
This addendum shall take effect immediately.
Denver Public Works I City Traffic Engineer
Sincerely,
~ t Emily Glojckner, City Traffic Engineer
Copies:
Alex Kouprievitch, PM
Denver Public Works/Office of the Transportation Design 201 West Colfax Avenue, Dept 509 I Denver, co 80202
www denvergov.org/dpw p. 720.865.3128
311 I POCKETGOV.COM I DENVERGOV.ORG I DENVER 8 TV
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ALL ANGLES MEASURED CLOCKWISE FROM HAND- HOLE AS VIEWED FROM SMALL END OF POLE
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C ANCHOR BOLT HOLE
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L
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45°
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L
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C HANDHOLE
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180°
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L
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C FIRST SIGNAL ARM C LUMINAIRE ARM
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L
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L
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C SECOND SIGNAL ARM
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L
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C ANCHOR BOLT HOLE
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45°
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90°
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180°
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L
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C LOWER HANDHOLE
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L
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C FIRST SIGNAL ARM C LUMINAIRE ARM
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L
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L
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C UPPER HANDHOLE
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SIGNAL MAST ARM WITH OR WITHOUT CAMERA COUPLING
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DENVER COLORADO POLE SERIES 2015 AASHTO
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LUMINAIRE MOUNTING HEIGHT: 35'-0"
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FIRST MAST ARM DESIGNATION
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SECOND MAST ARM DESIGNATION
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DESIGN NUMBER
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LUMINAIRE LENGTH
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DC15
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2
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35
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(35)
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(35)
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10
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W/O
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-
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-
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-
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-
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-
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-
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ASTM DESIGNATION
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COMPONENT
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MIN. YIELD (KSI)
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POLE BASE
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TAPERED SHAFTS
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SIGNAL ARM ATTACHMENT
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LUM. ARM ATTACHMENT
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CONNECTING BOLTS
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ANCHOR BOLTS
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GALVANIZING-HARDWARE
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A572
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A572
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A36
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A325
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F1554
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F2329
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55
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36
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50
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50
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55
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A595 GR. A OR A572
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CUSTOMER SPECIFIED HOT-DIP GALVANIZED TO ASTM A123 HIGH BUILD EPOXY POWDER TGIC POWDER GREEN F-540AC
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SYSTEM: BASE COAT: PRIME COAT: FINISH COAT: COLOR: SPEC:
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FINISH DATA
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MATERIAL DATA
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DESIGN CRITERIA:
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GENERAL NOTES:
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5'-0"
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3'-0"
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6"
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10'-0"
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DETAIL 12
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DETAIL 11
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1'-6"
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DETAIL 15
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DETAIL 10
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DETAIL 9
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DETAIL 5 OR 6
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DETAIL 8
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DETAIL 2
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DETAIL 4
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DETAIL 1
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DETAIL 3
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DETAIL 14
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DETAIL 13
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THE SIGNAL MAST ARM TRAFFIC STRUCTURES SHOWN ON THIS DRAWING HAVE BEEN DESIGNED IN ACCORDANCE WITH THE LOADING AND NOMINAL STRENGTH REQUIREMENTS OF THE 2015 AASHTO "LRFD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS, FIRST EDITION" SLTS-1 INCLUDING LATEST INTERIMS. THE WIND LOADS WERE CALCULATED FROM AN ULTIMATE WIND VELOCITY OF 120MPH WITH A MEAN RECURRENCE INTERVAL OF 1700 YEARS AND AN EFFECTIVE PERFORMANCE TESTED MITIGATION DEVICE APPROVED BY CITY AND COUNTY OF DENVER ALLOWING FOR A FATIGUE CATEGORY OF II. THE FATIGUE LOADS WERE CALCULATED ON THE REQUIREMENTS OF SECTION 11 OF THE CODE, AND THE FOLLOWING DESIGN CONDITIONS:
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DETAIL NUMBERS REFER TO STANDARD DRAWINGS 16.1.10.1 AND 16.1.10.2.
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STRUCTURES ARE DESIGNED TO RESIST NATURAL WIND GUSTS BASED ON THE YEARLY MEAN WIND VELOCITY OF 11.2 MPH. STRUCTURES ARE NOT DESIGNED TO RESIST GALLOPING-INDUCED CYCLIC LOADS DUE TO THE EFFECTIVE USE OF A MITIGATION DEVICE. STRUCTURES ARE DESIGNED FOR TRUCK-INDUCED GUST LOADS, AS REQURED BY THE OWNER OF THE STRUCTURES.
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COLORADO POLE SERIES
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DESIGNATION EXAMPLE
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SINGLE AND DOUBLE MAST ARM RADIAL INDEX
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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MAST ARM POLE LOADS SHEET 1
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16.1.9.1
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13
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37
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10'-0"
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2
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F
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G
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8'
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12'
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7'-0"
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12'-6"
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11'-8"
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11'-8"
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C
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C
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E
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D
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12'-6"
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12'-6"
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7'-0"
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A
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B
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C
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C
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D
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E
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5'-0"
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13'-9"
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13'-9"
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13'-9"
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13'-9"
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3'-0"
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D
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D
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5'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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12'-0"
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3'-0"
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3'-0"
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3'-0"
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7'-0"
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A
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H
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B
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C
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C
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D
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C
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D
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C
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E
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D
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5'-0"
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13'-0"
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13'-0"
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13'-0"
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13'-0"
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7'-0"
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13'-0"
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3'-0"
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3'-0"
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3'-0"
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A
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H
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B
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C
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C
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D
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C
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D
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C
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E
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D
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5'-0"
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7'-0"
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3'-0"
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3'-0"
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3'-0"
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A
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H
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B
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C
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C
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D
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C
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D
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C
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E
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D
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13'-4"
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5'-0"
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3'-0"
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13'-4"
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A
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H
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B
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C
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D
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C
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E
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7'-0"
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13'-4"
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20' SPAN
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25' SPAN
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30' SPAN
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35' SPAN
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40' SPAN
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REFERENCE THIS POLE AND LUMINAIRE FOR ALL ARM LENGTHS.
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45' SPAN
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50' SPAN
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55' SPAN
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60' SPAN
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65' SPAN
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70' & 75' SPAN
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14'-0'
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11.00
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A
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B
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C
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D
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E
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F
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G
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H
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7.50
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CAMERA
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8.67
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7.50
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1.00
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60
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23
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45
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23
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90
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20
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12"-3 OR 4 SEC. SIGNAL WITH BACKPLATE
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30" X 36" REGULATORY SIGN
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12"-3 SEC. SIGNAL WITH BACKPLATE
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30" X 36" REGULATORY SIGN
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22" X 108" STREET NAME SIGN
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DUAL 12"-3 SEC. SIGNAL WITHOUT BACKPLATE
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SINGLE 16" PED SIGNAL
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16.50
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6.50
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4.50
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J
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TR1 MITIGATOR DEVICE
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1.20
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38
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55
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60
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DEVICE
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DESCRIPTION
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PROJ. AREA (FT )
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WEIGHT (LBS)
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2
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J
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J
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J
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J
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J
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J
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J
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J
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J
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J
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J
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11'-3"
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A
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H
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B
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E
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C
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A
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H
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B
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3.3 FT 55 LB
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E
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C
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A
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H
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B
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A
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H
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B
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E
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C
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C
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D
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A
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H
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B
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C
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D
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C
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E
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14'-0'
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14'-0'
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14'-0'
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14'-0'
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LOAD NOTES:
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1.LOADS SHOWN ARE FOR DESIGN PURPOSES ONLY AND NOT LOADS SHOWN ARE FOR DESIGN PURPOSES ONLY AND NOT FOR CONSTRUCTION. IF THESE LOADS ARE EXCEEDED PLEASE CONTACT THE ENGINEER FOR A SPECIAL DESIGN. 2.CAMERA H IS LOCATED BETWEEN EOA SIGNAL A AND FIRST CAMERA H IS LOCATED BETWEEN EOA SIGNAL A AND FIRST INBOUND SIGN B .
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Comments
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Date:
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Scale:
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Sheet No. of
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MAST ARM POLE LOADS SHEET 2
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16.1.9.2
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14
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37
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T=TUBE WALL THICKNESS
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BASE PLATE
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ARM SHAFT
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"T"
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G
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(4)-HEX HEAD BOLTS WITH (2) WASHERS PER BOLT.
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TYP
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SEE DETAIL 7
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0 30
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G
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TYP
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TYP
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TYP
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0.75"
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5.94"
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1.00"
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MIN.
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ARM TUBE
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1.00" - HALF COUPLING
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0.25"
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NOTE: ONLY TO BE SUPPLIED ON IDENTIFIED SIGNAL MAST ARMS.
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POLE TOP
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DETAIL 1
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7"
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3"
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2" DIA. ACCESS HOLE
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1"
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8"
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6"
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8.75"
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0.88"
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(3)-0.75" X 1.75" HEX CAP SCREWS
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0.31"
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5.00"
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2"
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0.250" THICK GUSSETS
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1.00"
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0.75"
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LUMINAIRE ARM ATTACHMENT
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DETAIL 4
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DOUBLE SIGNAL ARM ATTACHMENT
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DETAIL 6
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DETAIL 3
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8" NOM. STRAIGHT SECTION REFORMED TO 2.375" O.D.
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2'-0"
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8.00"
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ARM RISE AFTER LOADING IS BETWEEN -0° DEG. +2° DEG FROM THE HORIZONTAL.
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LUMINAIRE ARM DATA
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DETAIL 2
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CAMERA COUPLING
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DETAIL 3
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SIGNAL ARM ATTACHMENT
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DETAIL 5
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ARM PLATE WELD
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DETAIL 7
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"C" HOOK FOR WIRING AND HANDLING-0.75" DIA. COMMERCIAL GRADE HOT ROLLED MILD STEEL BAR
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REMOVABLE POLE CAP SECURED TO POLE TOP WITH (4) PLATED SET SCREWS
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10'-0"
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NOTE: ALL WELDS ARE TYPICAL TO DETAIL 5.
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(8)-HEX HEAD BOLTS WITH (2) WASHERS PER BOLT
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NOTES:
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SEE POLE DATA ON SHEET 16.1.11 FOR DIMENSIONS.
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B
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B
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TOP VIEW
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SECTION B-B
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Comments
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Date:
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Scale:
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Sheet No. of
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MOUNTING DETAILS SHEET 1
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16.1.10.1
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15
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37
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7.31"
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A
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POLE TUBE WALL
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SECTION A-A
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5.63"
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A
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1.50" STD. HALF COUPLING.
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ARM SECTION DATA
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FIELD ASSEMBLED TO ACHIEVE A SNUG TIGHT JOINT (MIN. OVERLAP NOT LESS THAN 1.5 TIMES THE I.D. OF THE END SECTION)
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9.13"
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6"
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POLE TUBE WALL
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COVER MOUNTING CLIP
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SECTION A-A
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A
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A
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M
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"K"
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"H"
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"U"
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"J"
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(4)-ANCHOR BOLTS WITH (2) HEX NUTS AND (2) WASHERS PER BOLT WITH THREADED END GALVANIZED TO AT LEAST 12".
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UPPER HANDHOLE
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DETAIL 8
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FLUSH COUPLING
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DETAIL 9
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SIGNAL ARM SLIP JOINT
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DETAIL 10
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HANDHOLE
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DETAIL 11
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POLE BASE
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DETAIL 12
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ANCHOR BOLT
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DETAIL 13
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SIGNAL ARM END CAP
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DETAIL 14
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COVER MOUNTING CLIP
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HANDHOLE RIM
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(2)-0.25" HEX HEAD STAINLESS STEEL SCREWS
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HANDHOLE COVER
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END SECTION WITH HOLE FOR 0.63" BOLT
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BASE SECTION WITH FIELD DRILLED HOLE FOR 0.63" BOLT
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0.63" THRU BOLT
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SPAN
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45'
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50'
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55'
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60'
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65'
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70'
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19.42'
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19.54'
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19.54'
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LENGTH
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BASE SECTION
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28.15'
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33.15'
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38.15'
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LENGTH
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END SECTION
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HANDHOLE RIM
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(2)-0.25" HEX HEAD STAINLESS STEEL SCREWS
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HANDHOLE COVER
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0.50" NUT HOLDER WITH FASTENERS FOR GROUNDING. LOCATED AT 180° FROM HANDHOLE
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REMOVABLE END CAP HELD IN PLACE WITH 4 STAINLESS STEEL SET SCREWS AND 2 STAINLESS STEEL THRU BOLTS.
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75'
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26.68'
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33.82'
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40.97'
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44.54'
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36.01'
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33.87'
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31.72'
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33.15'
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NOTES:
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SEE POLE DATA ON SHEET 16.1.11 FOR DIMENSIONS.
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"Y" BOLT CIRCLE
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NUT COVER
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Scale:
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Sheet No. of
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MOUNTING DETAILS SHEET 2
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16.1.10.2
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16
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37
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MAXIMUM ARM LENGTH COMBINATION FOR DUAL CONFIGURATION ARE 40'-0" / 40'-0". ARM LENGTHS EXCEEDING THESE WILL REQUIRE A SPECIAL POLE DESIGN.
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TR1 MITIGATOR
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TR1 LABEL
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MAST ARM
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MITIGATOR TR1 DAMPER
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MITIGATOR TR1 CLAMP
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HEAVY DUTY STAINLESS STEEL BANDS (BY OTHERS)
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TO BE INSTALLED PER VALMONT 1021 INSTALLATION INSTRUCTIONS NEAR THE LAST SIGNAL MOUNTED ON THE ARM
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POLE DATA
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POLE BASE
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ANCHOR BOLT
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DOUBLE MAST ARMS
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N.A.
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N.A.
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N.A.
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N.A.
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25.00
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84.00
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6.00
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10.00
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22.00
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84.00
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6.00
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10.00
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1
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2
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3
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4
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DC15
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20.00
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2.00
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84.00
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6.00
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10.00
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22.00
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84.00
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6.00
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10.00
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60, 65, & 70
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N.A.
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20 THRU 40
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20 THRU 40
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N.A.
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N.A.
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DC15
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DC15
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DC15
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POLE SERIES
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DESIGN NUMBER
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SINGLE ARM SPAN (FT)
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1st ARM SPAN (FT)
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2nd ARM SPAN (FT)
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BOLT CIRCLE CIRCLE "Y" (IN)
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DIA. "K" (IN)
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LENGTH "J" (IN)
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HOOK "H" (IN)
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THREAD LENGTH "U" (IN)
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26.50
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84.00
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6.00
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10.00
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5
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75'
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DC15
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N.A
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N.A
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20, 25, 30, 35, & 40
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45, 50 & 55
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DETAIL 15
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2.00
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2.00
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2.00
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2.00
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Scale:
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Sheet No. of
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TABLE DATA
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16.1.11
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17
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37
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6
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10'-0"
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DESIGN NO. 6
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A
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B
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SINGLE 16" PED SIGNAL
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90
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17.34
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1.25
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42.00
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6.00
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7.00
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6.00
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2.25
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30
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NOTE FOR CONSTRUCTION
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12.50
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DETAIL 2
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DETAIL 1
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DETAIL 3
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6"
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1'-6"
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DETAIL 7
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DETAIL 4
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DETAIL 5 & 6
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3.3 FT 55 LB
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10'-0" MAX.
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DUAL 12"-3 SEC. SIGNAL WITH BACKPLATE
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COMPONENT
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55
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TAPERED SHAFTS
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A595 GR. A
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POLE BASE
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A36
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36
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A36
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36
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ARM ATTACHMENTS
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ASTM DESIGNATION
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MIN. YIELD (KSI)
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FINISH DATA
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MATERIAL DATA
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LUM.CONNECTING BOLTSCONNECTING BOLTS
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A325
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ANCHOR BOLTS
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F1554
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GALVANIZING-HARDWARE
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F2329
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POLE SERIES
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DESIGN NUMBER
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QTY.
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POLE BASE
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ANCHOR BOLT
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BOLT CIRCLE "Y" (IN)
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DIA. "K" (IN)
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LENGTH "J" (IN)
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HOOK "H" (IN)
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THREAD
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THREAD LENGTH "U" (IN)
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45°
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270°
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RADIAL INDEX
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C LUMINAIRE ARM
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L
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C HANDHOLE
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L
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C ANCHOR BOLT HOLE
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L
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ALL ANGLES MEASURED CLOCKWISE FROM HANDHOLE AS VIEWED FROM SMALL END OF POLE.
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2
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A
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B
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DEVICE
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DESCRIPTION
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PROJ. AREA (FT )
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WEIGHT (LBS)
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2
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DC15
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TABLE 2: POLE DATA
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55
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SYSTEM:CUSTOMER SPECIFIED CUSTOMER SPECIFIED BASE COAT:HOT-DIP GALVANIZED TO ASTM A123 HOT-DIP GALVANIZED TO ASTM A123 PRIME COAT:HIGH BUILD EPOXY POWDER HIGH BUILD EPOXY POWDER FINISH COAT:TGIC POWDER TGIC POWDER COLOR:GREEN GREEN SPEC:F-540ACF-540AC
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Scale:
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Sheet No. of
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SIGNAL POLE DETAILS NO MAST ARM SHEET 1
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16.1.12.1
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18
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37
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0.75"
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4.94"
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1.00"
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MIN.
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NUT COVER
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10'-0"
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2'-0"
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8.00"
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7.56"
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5.19"
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POLE TUBE WALL
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COVER MOUNTING CLIP
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SECTION A-A
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HANDHOLE RIM
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(2)-0.25" HEX HEAD STAINLESS STEEL SCREWS
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HANDHOLE COVER
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A
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A
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0.50" NUT HOLDER WITH FASTENERS FOR GROUNDING. LOCATED AT 180° FROM HANDHOLE
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POLE TOP
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DETAIL 1
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LUMINAIRE ARM ATTACHMENT
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DETAIL 2
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LUMINAIRE ARM ATTACHMENT
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DETAIL 3
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HANDHOLE
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DETAIL 4
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POLE BASE
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DETAIL 5
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NUT COVER
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BASE PLATE
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0.25" STAINLESS STEEL HEX BOLT INTO TUBE WALL
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NUT COVER
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DETAIL 6
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"K"
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"H"
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"U"
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"J"
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(4)-ANCHOR BOLTS WITH (2) HEX NUTS AND (2) WASHERS PER BOLT WITH THREADED END GALVANIZED TO AT LEAST 12.00".
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ANCHOR BOLT
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DETAIL 7
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"C" HOOK FOR WIRING AND HANDLING-0.50" DIA. COMMERCIAL GRADE HOT ROLLED BAR
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8" NOM. STRAIGHT SECTION REFORMED TO 2.375" O.D.
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7.00"
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3.00"
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2" DIA. ACCESS HOLE
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1.00"
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8.00"
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6.00"
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8.75"
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0.88"
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(3)-0.75" X 1.75" HEX CAP SCREWS
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0.31"
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5.00"
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2.00"
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0.250" THICK GUSSETS
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1.000"
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0.750"
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"Y" BOLT CIRCLE
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POLE BASE DIA. + 0.06"
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NOTES:
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SEE POLE DATA ON SHEET 16.1.11 FOR DIMENSIONS.
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ARM RISE AFTER LOADING IS BETWEEN -0° DEG. +2° DEG FROM THE HORIZONTAL.
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DETAIL 3
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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SIGNAL POLE DETAILS NO MAST ARM SHEET 2
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16.1.12.2
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19
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37
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(4) ANCHOR BOLTS WITH (2) HEX NUTS AND (2) WASHERS PER BOLT WITH THREADED END GALVANIZED AT LEAST 12"
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6"
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17"
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10'-0"
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10' AND 15' PEDESTAL POLES AND BASES
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SLIP FITTER SEE DETAIL 1
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15'-0"
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15' PEDESTAL POLE
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10' PEDESTAL POLE
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3"
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DOOR
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SOCKET BUTTON SCREW HEAD 516" - 18 X 1"
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BOTTOM
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TOP
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15"
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GROUNDING LUG
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SLIP FITTER
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DETAIL 1
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SQUARE ALUMINUM POLE BASE
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DETAIL 2
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ANCHOR BOLT
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DETAIL 3
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12" BOLT CIRCLE
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1- " STD THREAD 12" STD THREAD ORNAMENTAL PLUG
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SIZE HOLLOW TO POLE CAP USE ONLY 1-1/2" CLOSE NIPPLE (DO NOT USE ELECTRICAL LOCK NUTS)
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POLE BASE SEE DETAIL 2
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10' PEDESTAL POLE FOUNDATION SEE DETAIL 4
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15' PEDESTAL POLE FOUNDATION SEE DETAIL 5
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POLE BASE SEE DETAIL 2
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ANCHOR BOLT SEE DETAIL 3
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ANCHOR BOLT SEE DETAIL 3
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SPUN ALUMINUM POLE, TOE, SCH 40, 4.5" OD X .237" WALL (PB-5100L)
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SLIP FITTER SEE DETAIL 1
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SPUN ALUMINUM POLE, TOE, SCH 40, 4.5" OD X .237" WALL (PB-5100L)
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13 "34"
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13 "34"
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"34"
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Issued By:
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Comments
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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PEDESTAL POLE DETAILS SHEET 1
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16.1.13.1
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20
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37
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MINIMUM OVERLAP OF "12"
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1'-6"
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HEX NUTS
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SQUARE NUTS
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4'-0"
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7"
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3"
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HEX NUTS
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SQUARE NUTS
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@ 6"±
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7-#3 HOOPS
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1'-6"
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6'-0"
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3"
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@ 6"±
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11-#3 HOOPS
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7"
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TYPE B PULL BOX
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DETAIL 5
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FOUNDATION BASE - 15' PEDESTAL POLE
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DETAIL 4
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FOUNDATION BASE - 10' PEDESTAL POLE
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1- " CLEARANCE 12" CLEARANCE FOR HOOPS
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8-#4 VERTICAL BARS
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INSTALL ANCHOR BOLTS PER MANUFACTURER'S TEMPLATE PRINT. ANCHOR BOLTS SHALL BE FURNISHED BY CONTRACTOR AND SHALL BE INCLUDED IN COST OF FOUNDATION.
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2-#4 STIRRUPS @ 6"± AROUND ANCHOR BOLTS.
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TYPE B PULL BOX
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4" MIN NON- SHRINKABLE GROUT OVER ROUGH FOUNDATION
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MINIMUM OVERLAP OF "12"
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1- " CLEARANCE 12" CLEARANCE FOR HOOPS
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8-#4 VERTICAL BARS
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INSTALL ANCHOR BOLTS PER MANUFACTURER'S TEMPLATE PRINT. ANCHOR BOLTS SHALL BE FURNISHED BY CONTRACTOR AND SHALL BE INCLUDED IN COST OF FOUNDATION.
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2-#4 STIRRUPS @ 6"± AROUND ANCHOR BOLTS.
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SCH 80 PVC (24" MIN DEPTH, 30" MIN DEPTH UNDER ROADWAY)
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4" MIN NON- SHRINKABLE GROUT OVER ROUGH FOUNDATION
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SCHEDULE 80 PVC CONDUIT (24" MIN DEPTH, 30" MIN DEPTH UNDER ROADWAY)
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Comments
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Sheet Revisions
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Scale:
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Sheet No. of
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PEDESTAL POLE DETAILS SHEET 2
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16.1.13.2
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21
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37
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DETAIL 6
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18"
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10'-0"
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20" SQ METAL PLATE
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30"
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9'-0"
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12"
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DETAIL 7
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3'-6"
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START CROSSING Watch For Vehicle
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DON'T START Finish Crossing If Started
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TIME REMAINING To Finish Crossing
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DON'T CROSS
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PUSH BUTTON
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TO CROSS
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6'-0"
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24 INCH DIAMETER 24 INCH DEPTH. (TYPE "I" CONCRETE) FOUNDATION REINFORCING NOT REQUIRED.
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1"
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FINAL GRADE
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CONSTRUCTION NOTES:
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ALL SEPARATELY GROUNDED ELEMENTS AT AN INTERSECTION SHALL BE BONDED TOGETHER TO FORM AN INTERSECTION GROUNDING NETWORK. GROUND WIRE SHALL BE #6 STRANDED.
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1. 2.
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HAND HOLE 4" W X 8" H OVAL
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6" GRAVEL BED FOR DRAINAGE
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TYPE B PULL BOX
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ANCHOR BOLT SET OF 4 34 INCH DIAMETER BY 18 INCH LENGTH. (PELCO PB-5306 OR APPROVED EQUIVALENT).
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3" PVC SCHEDULE 80 CONDUIT (30" DEPTH)
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COLLAR, ALUMINUM (PELCO OR APPROVED EQUIVALENT)
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POLE, SPUN ALUMINUM SCHEDULE 40, 4 " O.D. x .237" WALL 12" O.D. x .237" WALL (PELCO P5100 OR APPROVED EQUIVALENT)
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PEDESTRIAN PUSH BUTTON
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PEDESTRIAN ACTUATED SIGNAL SIGN R10-3E
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POST CAP, ALUMINUM (PELCO OR APPROVED EQUIVALENT)
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ALUMINUM SQUARE BASE ASSEMBLY WITH ALUMINUM DOOR AND GROUNDING LUG. (PELCO PB-5335 OR APPROVED EQUIVALENT). SEE DETAIL 2 SHEET 16.1.13.1
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CONCRETE FOUNDATION FOR IMBEDDED STEEL POLE
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FOUNDATION - PEDESTAL MOUNTED PEDESTRIAN PUSH BUTTON POLE DETAIL
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Issued By:
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Comments
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Date:
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Sheet Revisions
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Scale:
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Sheet No. of
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POLE FOUNDATION DETAILS
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16.1.14
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22
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37
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DETAIL 9
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PRECAST STREET LIGHT FOUNDATION WITH POLE MOUNTED TRAFFIC SIGNAL POLE (NO MAST ARM)
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8 "12"
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TYP.
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1 "34"
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1 "34"
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45° TYP.
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1"
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2"
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90° TYP.
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A
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PLAN
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PLAN
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24"
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1'-5"
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2'-0"
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2'-0"
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4'-0"
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3" MIN. BOLT
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PROJECTION
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3 " CHAMFER12" CHAMFER
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2 " HOLE12" HOLE
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SECTION A-A
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SECTION A-A
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12" O.C.
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5"
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1"
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DETAIL 8
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MATERIALS
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4 - #5 VERTICAL REINFORCING BARS 3'-8" LONG. 5 - #4 HOOPS, 20" DIAMETER w/ 12" OVERLAP. 4 - 1" x 36" ANCHOR BOLTS w/ 3" BEND PER XCEL SPEC. 12520000-5. CONCRETE SHALL BE 6000 PSI. FINISH SHALL BE SMOOTH. CONCRETE VOLUME SHOULD BE APPROX. 0.459 CUBIC YARDS. 3 - 2" POLYETHYLENE TUBING OR 2 " CABLE ENTRANCES.12" CABLE ENTRANCES.
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1. 2. 3. 4. 5. 6.
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1"
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2'-0"
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5'-0"
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3"
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5"±
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24"
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17"
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SECTION A-A
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SECTION A-A
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12" O.C.
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5"
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1"
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PLAN
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A
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PLAN
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NOTES:
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1. 2. 3. 4.
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FOR INFORMATION ONLY
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*
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*
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XCEL FOUNDATION
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24"
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12" BOLTPATTERN
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1" x 36"ANCHOR BOLTS
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2 " HOLE12" HOLE
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20" #4 STEELRING w/12" OVERLAP (5 REQ'D.)
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4 " x 4T 34" x 4T P-52
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1" x 36"ANCHOR BOLTS
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FINAL GRADE
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(REQ'D. AT 4 QUADRANTS)
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#5 x 3'-8" (4 REQ'D.)
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12 " BOLT 12" BOLTPATTERN
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20" #4 STEELRING w/ 12" OVERLAP (5 REQ'D.)
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FINAL GRADE
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2" DEEP RECESS AROUND TUBING
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(4)-1 " X 36" 14" X 36" ANCHOR BOLTS WITH 3" BEND PER XCEL SPEC 12520003-S
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#5 x 4'-8" (4 REQ'D.)
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(2)-2" PVC ENTRANCES POLYETHYLENE TUBING OR 2 "CABLE 12"CABLE ENTRANCES
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STREET LIGHT POLE BASE
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ALL FOUNDATION DETAILS SHALL BE SUBMITTED TO XCEL ENERGY AND CITY & COUNTY OF DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS. NO FOUNDATIONS SHALL BE INSTALLED UNTIL SUBMITTALS HAVE BEEN ACCEPTED BY XCEL ENERGY. ALL FOUNDATIONS INSTALLED FOR XCEL FACILITIES BECOME THE PROPERTY OF XCEL ENERGY UPON ACCEPTANCE OF THE PROJECT. ALL FOUNDATIONS SHALL BE PRECAST PER THE DETAILS PROVIDED. FOR CITY PROJECTS WITH FEDERAL MONEY ATTACHED, THE CONTRACTOR SHALL PROVIDE AND INSTALL FOUNDATIONS PER XCEL ENERGY REQUIREMENTS.
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Sheet No. of
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FOUNDATION FOR XCEL FACILITIES
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16.1.15
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23
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37
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ALL CONDUCTORS SHALL BE SIZE IN CONFORMANCE WITH N.E.C. REQUIREMENTS IMSA 19-1 3 CONDUCTOR #14 AWG MINIMUM
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IN-LINE FUSE HOLDERS AND FUSES
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ACCEPTABLE CONNECTOR NOTE: WIRE NUTS AND SPLIT BOLTS ARE NOT ACCEPTABLE
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C TAP
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BOLT CIRCLE DIMENSIONS VARY, BOLT CIRCLE SHALL BE CENTERED ON FOUNDATION
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BOND ONE #6 SOFT DRAWN BARE COPPER GROUND WIRE FROM GROUNDING LUG AT BASE OF POLE TO GROUND ROD
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12" PVC SLEEVE INSTALLED IN POLE BASE AS SHOWN FOR GROUNDING CONDUCTOR
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34" CHAMFER ON ALL EXPOSED EDGES
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3" CLEAR
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2'-0" DIA.
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1'-6" OVERLAP
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(ROTATE SPLICES)
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TYPICAL FOUNDATION SECTION
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6-#8 OR 15-#5 REBAR (SPACE EVENLY)
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TRAFFIC SIGNAL LIGHT POLE - STEEL (NO MASTARM)
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6" MAX.
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2" MIN.
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18" R. (MIN.)
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4" MAXIMUM
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PROJECT 2 " + "34" + "14"
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FINAL GRADE (TYP.)
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2' MIN.
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3' MIN.
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6-#4 TIES AT 1'-0" CENTERS
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6-#8 OR 15 #5 REBAR
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FOUR ANCHOR BOLTS, ASTM A 307 1" DIA. WITH TOP 8" OR MORE GALVANIZED
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CONCRETE SUPPORT RING
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SPLICE BOX
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6" DEEP GRAVEL BED
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2' MIN.
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2" PVC LATERALS
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GROUND ROD
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REBAR 6-#4 @ SPACING
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ALTERNATIVE CONCRETE LIGHT STANDARD FOUNDATION
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WITH SPLICE BOX
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58" DIA. x 8'-0" COPPER CLAD DRIVEN GROUND ROD 4" MINIMUM BELOW SURFACE AND 6" MINIMUM AWAY FROM CONCRETE BASE. CONNECT CONDUCTOR TO GROUND ROD WITH APPROVED GROUND ROD CLAMP.
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TWO 2" DIA. CONDUITS FOR ROADWAY STANDARDS OR ONE 3" DIA CONDUIT FOR PEDESTRIAN STANDARDS
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* SEE NOTE 2
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ONE OR TWO 2" PVC (SEE PLANS)
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*
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NOTES:
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1. 2. 3. 4. 5.
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DIMENSIONS FOR THE TRANSFORMER BASE, ANCHOR BASE AND ANCHOR BOLTS ARE VARIABLE FOR THE HEIGHT OF THE LIGHT STANDARD AND THE MAST ARM CONFIGURATION. ALL COMPONENTS SHALL FIT AND ACCOMMODATE THE REQUIREMENTS OF THE LIGHT STANDARD SUPPLIED. FOUNDATION SHALL BE 7 FT. FOR LIGHT STANDARDS 20 FT. THRU 40 FT., AND 6 FT. FOR LESS THAN 20 FT. LIGHT STANDARD FOUNDATION DEPTH IS BASED ON A MAXIMUM POLE HEIGHT OF 40 FT. IN STIFF CLAY WITH N > 8 OR MEDIUM SAND WITH N > 15 AS DETERMINED BY ASTM D 1586 STANDARD PENETRATION TEST. CONCRETE SHALL BE CLASS B. FOUNDATIONS FOR LIGHT STANDARDS HIGHER THAN 40 FT. OR LIGHT STANDARDS WITH MULTIPLE LUMINAIRES OR BANNERS, OR VARYING SOIL OR WIND CONDITIONS, SHALL BE DESIGNED BY THE CONTRACTOR'S ENGINEER AND SHOWN ON THE PLANS. WHERE FOUNDATION IS LOCATED IN THE SIDEWALK, THE TOP OF THE FOUNDATION SHALL BE FLUSH WITH THE TOP OF THE SIDEWALK CONFORMING TO ADA REQUIREMENTS.
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Date:
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Sheet Revisions
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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FOUNDATION FOR CAST-IN-PLACE TRAFFIC SIGNAL POLE
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16.1.16
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24
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37
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40 "34"
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2 "18"
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4 PLACES
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27 "1316"
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4X R1 [25]
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4X R2
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1 "1516"
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4X "58"
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4X 3 "12"
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2X 18"
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2X 9"
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4X "12"
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MOUNTING BRACKET (1 EACH CORNER)
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916" X " SLOT34" SLOT
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39"
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3"
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12" UNC ZC INSERT (4 PLACES)
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18 "12"
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3"
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21"
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25 "516"
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27"
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BASE DETAILS ARE FOR A NEMA P-44 CABINET ONLY. BASE SHALL BE CONSTRUCTED FROM LIGHTWEIGHT POLYMER CONCRETE ONLY. BASE SHALL MEET OR EXCEED ASTM D-2444 IMPACT RESISTANCE TESTING. BASE SHALL MEET OR EXCEED ASTM METHOD D-543, SECTION 7, PROCEDURE 1 FOR CHEMICAL RESISTANCE. BASE SHALL BE "UL" LISTED.
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1. 2. 3. 4. 5.
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45 "1316"
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45"
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24"
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34" EMT CONDUIT
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4 "14"
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BATTERY STAND 4 PLACES
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44" x 26" NEMA P-44 CABINET PROFILE (BY OTHERS)
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12" CABLE RACK W/ MOUNTING BRACKETS (4 PLACES)
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34" EMT STRAP (4 PLACES)
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RAISED REINFORCEMENT RIBS
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34" EMT CONDUIT (2 PLACES)
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SECTION A-A
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SECTION B-B
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A
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A
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B
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B
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VIEW B-B
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NOTES:
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Comments
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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"P" CABINET & BASE SHEET 1
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16.1.17.1
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25
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37
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45 "1316"
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24"
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12"
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12"
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24"
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55"
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44 "14"
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28 "38"
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27 "1316"
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ROCK/GRAVEL
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ROCK/GRAVEL
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FRONT VIEW
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SIDE VIEW
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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"P" CABINET & BASE SHEET 2
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16.1.17.2
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26
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37
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30"
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18"
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24"
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17"
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12"
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12"
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6"
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6"
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48"
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2 "12"
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12"
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12"
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36"
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1"
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34"x5"x11" GALV BOLTS 2 REQ'D.
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3-3" AND 1-2" CONDUITS
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M CABINET
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SIGNAL BOX
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COMM. BOX
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ELECT. BOX
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3" CONDUIT
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2" CONDUIT
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3" CONDUIT
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3" CONDUIT
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2" CONDUIT
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G CABINET
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2"
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66"
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2"
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12"
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12"
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24"
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G
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37 "12"
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M
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BASE
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MI CABINET
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TRAFFIC SIGNAL
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UPS
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30"
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30"
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29"
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17 "14"
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3 "38"
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DETAIL 14
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BASE MOUNT M CABINET WITH UPS
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DETAIL 15
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BASE MOUNT MI CABINET
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NOTE: FIBERGLASS BASE FOR THE M1 CABINET SHALL BE USED ONLY WITH AN ENGINEER'S APPROVAL.
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NOTE: PROVIDE 3-3" CONDUITS AND 1-2" CONDUIT TO THE CABINET.
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29"
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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"M" CABINET BASE
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16.1.18
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27
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37
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METER PEDESTAL CONSTRUCTION NOTES:
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METER PEDESTAL SHALL BE UL LISTED "INDUSTRIAL CONTROL PANEL" PER UL 508. METER PEDESTAL SHALL MEET THE ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE (EUSERC) GUIDELINES. CONSTRUCTION SHALL BE NEMA 3R AND 12, RAIN TIGHT AND DUST TIGHT. ELECTRICALLY WELDED AND REINFORCED WHERE REQUIRED. ALL NUTS, BOLTS, SCREWS AND HINGES SHALL BE STAINLESS STEEL. NUTS, BOLTS AND SCREWS SHALL NOT BE VISIBLE FROM OUTSIDE OF METER PEDESTAL. PHENOLIC NAME PLATES SHALL BE PROVIDED AS REQUIRED. CIRCUIT BREAKERS SHALL BE CABLE IN-CABLE OUT WITH LINE ON TOP & LOAD ON THE BOTTOM. HANDLE POSITION UP="ON", MIDDLE="TRIPPED", DOWN="OFF". A PLASTIC COVERED WIRING DIAGRAM SHALL BE ATTACHED TO THE INSIDE OF THE FRONT DOOR. METER PEDESTAL SHALL BE FACTORY WIRED AND CONFORM TO REQUIRED NEMA STANDARDS. 0.125" ALUMINUM SHEET CONCRETE FOUNDATIONS INCLUDING EXCAVATION, BACKFILL, CONDUIT AND ANCHOR BOLTS, COMPLETE-IN PLACE, WILL BE CONSIDERED INCIDENTAL TO THE METER PEDESTAL.
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1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11.
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5"
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BASE PLAN
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2"
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LEFT SIDE VIEW
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FRONT VIEW
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24"
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12"
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18"
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18"
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SERVICE EQUIPMENT WIRING DIAGRAM "A"
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20"
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LOAD
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SERVICE CONDUIT
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METERING SECTION HOOD FRONT-TOP & SIDES HINGED
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50"
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DEMAND RESET DOOR w/ 6"x6" LEXAN VIEWING WINDOW
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LOCKOUT TAGS
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UTILITY LANDING LUGS #6-250 MCM AL/CU
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UNDERGROUND TERMINATION SECTION REMOVABLE RAIN TIGHT SEALABLE COVER
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PENTAHEAD BOLTS
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FINISHED GRADE
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PAD LOCKABLE DRAW LATCH
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POWER DISTRIBUTION PANEL 10,000 AC
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STUBOUT 3 CONDUITS FOR ACTIVE AND INACTIVE CIRCUITS, CAP INACTIVE CIRCUITS
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METER SOCKET (100 AMP MIN.) FACTORY WIRED FROM LINE LANDING LUGS TO METER SOCKET IN A SEPARATE WIREWAY
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CONCRETE FOUNDATION
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4-ANCHOR BOLTS 58"-18"x4"
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SERVICE CONDUIT 2" SCHEDULE 80
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34" x 120" GROUND ROD WITH GROUND CLAMP
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SERVICE CONDUIT
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LINE
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8"
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12" MAX.
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LOCAL UTILITY SERVICE 120/240 1 PHASE 3 WIRE
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LANDING LUGS
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METER SOCKET LEVEL OPERATED CIRCUIT BYPASS
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SOLID NEUTRAL
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GND
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SIGNALS
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RECEPTACLE
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20/
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SERVICE DISCONNECT
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50/
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100/2
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2" LOAD CONDUIT
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7 " MAX.14" MAX.
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5 "14"
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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METER PEDESTAL CABINET DETAILS
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16.1.19
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28
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37
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MAKE
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X
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TESCO
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14"
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MILBANK
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14 "12"
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MYERS
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14 "34"
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PUP
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14 "14"
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SEE NOTE 6
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SERVICE CONDUIT SIZE LOCATION AND DEPTH PER NOTE 3
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FOUNDATION PLAN
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10 "12"
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24"
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12 "14"
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12"
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24"
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X
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24"
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FRONT VIEW
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SEE NOTE 5
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SEE NOTE 4
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SERVICE CONDUIT
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SIGNAL LOAD CONDUIT
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METER PEDESTAL CABINET FOUNDATION DETAIL
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SERVICE CONDUIT
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FINISHED GRADE
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SEE NOTE 7
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LOAD CONDUITS
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RIGHT SIDE VIEW
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CLASS BZ CONCRETE MINIMUM 3,000 PSI TO BE AIR-ENTRAINED
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2"
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DRAIN 2% MIN SLOPE
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1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11.
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%%uNOTES:
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ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATIONS. UNSTABLE SOIL OR STEEP SLOPE MAY REQUIRE DEEPER FOUNDATIONS. SEE SPECIFICATIONS. CABINETS SHALL NOT BE LOCATED IN DRAINAGE AREAS, UNLESS THEY ARE ELEVATED. CONDUIT SIZE SHALL BE 2" SCHEDULE 80 PVC. ANCHOR BOLTS SHALL BE GALVANIZED, " x 18" x 4" 58" x 18" x 4" COMPLETE WITH NUTS AND WASHERS. CONDUIT PROJECTS ABOVE FOUNDATION SHALL BE 2" MIN. TO 4" MAX. CONDUITS SHALL BE CAPPED. 1" SLEEVE FOR GROUND ROD, EXACT LOCATION PER CABINET MANUFACTURES REQUIREMENTS. IN UNPAVED AREAS A RAISED PCC PAD 36" x 4" x 36" SHALL BE PLACED IN FRONT OF THE CABINET. THE PAD SHALL BE SET 2" BELOW THE FOUNDATION ELEVATION AND SLOPED AWAY FROM CABINET. CONFIRM ACTUAL ANCHOR BOLT LAYOUT DIMENSIONS AS SHOWN PER THE TABLE ON THIS DRAWING PRIOR TO CONSTRUCTION. A METER PEDESTAL SHALL BE PROVIDED FOR ELECTRICAL SERVICES FOR TRAFFIC SIGNALS WHEN A SEPARATE SERVICE CABINET IS SPECIFIED. THIS CABINET CAN BE USED FOR OTHER PURPOSES AS WELL, SEE PLAN. CABINETS SHALL BE OFFSET A MINIMUM OF 6 FT. FROM ANY ROADWAY AND 5 FT. FROM CONTROLLER CABINET, UPS CABINET, SERVICE POLE OR PAD MOUNTED TRANSFORMER. PREFORMED CONCRETE BASE FOR THE METER, PEDESTAL SHALL BE USED ONLY WITH THE ENGINEER'S APPROVAL
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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METER PEDESTAL CABINET FOUNDATION AND BASE
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16.1.20
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29
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37
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%%UTYPICAL PANEL ATTACHMENT DETAILS
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SIGN PANEL
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SIGN PANEL
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ZEE
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U-CLAMP
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5"
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BACKING ZEE
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4"
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%%UTYPICAL SIGNAL HEAD - 12 INCH LENS
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4"%%P
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PLUG UNUSED OPENINGS
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STANDARD 12" VISOR
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%%UTYPICAL ELEVATION FACING TRAFFIC
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%%UWITH PENTAGON PANEL
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36"
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%%UWITH CIRCLE PANEL
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36" DIA.
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%%UWITH OCTAGON PANEL
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48"
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12"
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12"
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24"
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12"
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%%UWITH PANELS NOT ILLUSTRATED
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%%UWITH DIAMOND PANEL
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COMPLETE INSTALLATION
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48"
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*
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SEE DETAIL 5 IN SHEET 16.1.13 - 15' PEDESTAL POLE FOUNDATION
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%%UGENERAL NOTES
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14" SELF TAPPING BOLT (GALV.) REQ'D. UNDER EACH U-CLAMP
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* = 6" INCREMENTS (DRILL " HOLES FOR 38" HOLES FOR NUMBER OF LOCKBOLT FASTENERS REQ'D. BY ZEE LENGTH MINUS 8")
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1 "316"
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1 "316"
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38" (NO. 4 THRUNO. 10, AS REQUIRED) 90° COUNTERSUNK ALUMINUM LOCKBOLT FASTENERS
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12" U-CLAMP (GALV.) WITH HEX NUTS AND LOCK WASHERS (DRILL " HOLES)916" HOLES)
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*
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*
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*
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4"
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DOOR FASTENER
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TYPICAL SIGNAL HEAD 12" YELLOW OR RED LENS WITH 150 WATT AMBER LED LAMP
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ATTACH SIGNAL HEAD WITH 1 " CLOSE NIPPLE AND 12" CLOSE NIPPLE AND PIPE LOCKNUT
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SLIPFITTER COLLAR FOR 4" STD. STEEL PIPE (4 " O.D.)12" O.D.)
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38" SET SCREWS
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DOOR HINGE
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TYPICAL SIGNAL HEAD 12" RED LENS
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PANEL ATTACHMENT (SEE DETAILS)
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12"
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TYPICAL SIGNAL HEAD 12" YELLOW LENS
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PANEL ATTACHMENT (SEE DETAILS)
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8"
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20"
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8"
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12"
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TYPICAL SIGNAL HEAD 12" YELLOW LENS
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PANEL ATTACHMENT (SEE DETAILS)
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20" BACKING ZEE PANEL ATTACHMENT (SEE DETAILS)
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9"
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20"
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6"
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15' CCD TRAFFIC PEDESTAL POLE
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PANEL ATTACHMENT (SEE DETAILS)
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12"
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TYPICAL SIGNAL HEAD 12" YELLOW LENS
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25"
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20 "316"
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20 "316"
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C & C OF DENVER STANDARD 15' TRAFFIC SIGNAL PEDESTAL POLE
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PIPE POST ENTERS SLIPFITTER COLLAR APPROXIMATELY 4"
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48" CIRCLE (12" YELLOW LENS) VERTICAL SPACING: 10 "-27"-10 " 12"-27"-10 " 12" BACKING ZEES: 20" 48" PENTAGON (12" YELLOW LENS) VERTICAL SPACING TOP TO BOTTOM: 12"-25 "-9" 34"-9" 24" x 48" RECTANGLE (12" YELLOW LENS) (SCHOOL SPEED LIMIT) VERTICAL SPACING: 12"-24"-12" BACKING ZEES: 20"
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1.ALL SIGNS PANELS USED ON FLASHING BEACONS ARE CLASS II ALL SIGNS PANELS USED ON FLASHING BEACONS ARE CLASS II AND SHALL BE FABRICATED IN ACCORDANCE WITH: A.PANELS SHALL BE SINGLE SHEET ALUMINUM 0.100 MINIMUM PANELS SHALL BE SINGLE SHEET ALUMINUM 0.100 MINIMUM THICKNESS. B.BACKING ZEES ARE 3 IN. X 2 IN. 2.33 LBS PER FT. BACKING ZEES ARE 3 IN. X 2 IN. 2.33 LBS PER FT. ALUMINUM. C.ALL SIGNS SHALL BE FABRICATED USING RETROREFLECTIVE ALL SIGNS SHALL BE FABRICATED USING RETROREFLECTIVE SHEETING CONFORMING TO ASTM D4956. THE TYPE SHALL BE DESCRIBED IN THE STANDARD SPECIFICATIONS AND/OR AS SHOWN ON THE PLANS. D.BOLTS, U-CLAMPS, NUTS AND METAL WASHERS SHALL BE BOLTS, U-CLAMPS, NUTS AND METAL WASHERS SHALL BE GALVANIZED OR CADMIUM PLATED. 2.INSTALLATION DESIGN CONFORMS WITH AASHTO "STANDARD INSTALLATION DESIGN CONFORMS WITH AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS" AND SHALL BE FABRICATED IN ACCORDANCE WITH: A.STEEL PIPE, POST ANCHOR PLATES AND BREAK-AWAY PLATES STEEL PIPE, POST ANCHOR PLATES AND BREAK-AWAY PLATES SHALL CONFORM TO AASHTO M270 (ASTM A709) GRADE 36. B.HIGH STRENGTH BOLTS, NUTS AND WASHERS SHALL HIGH STRENGTH BOLTS, NUTS AND WASHERS SHALL CONFORMTO ASTM-A325 AND SHALL BE GALVANIZED OR TO ASTM-A325 AND SHALL BE GALVANIZED OR CADMIUM PLATED. C.HOLES SHALL BE DRILLED AND CUTS SHALL PREFERABLY BE HOLES SHALL BE DRILLED AND CUTS SHALL PREFERABLY BE SAW CUTS; HOWEVER, FLAME CUTTING WILL BE PERMITTED PROVIDED ALL EDGES ARE GROUND. METAL SHALL NOT PROJECT BEYOND THE PLANE OF THE PLATE FACE ON BREAK-AWAY PLATES. D.ALL WELDING IS TO BE CONTINUOUS AND IN ACCORDANCE ALL WELDING IS TO BE CONTINUOUS AND IN ACCORDANCE WITH CURRENT AWS SPECIFICATIONS. E.A "KEEPER PLATE" OF THIN (28 GAGE) GALVANIZED SHEET A "KEEPER PLATE" OF THIN (28 GAGE) GALVANIZED SHEET METAL, FABRICATED TO MATCH BREAK-AWAY PLATE DIMENSIONS BUT WITH HOLES RATHER THAN SLOTS, SHALL BE USED TO RESTRAIN BOLT LOOSENING DUE TO WIND VIBRATION. F.FLASHING BEACON POLE SHALL BE THE CITY AND COUNTY FLASHING BEACON POLE SHALL BE THE CITY AND COUNTY OF DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS STANDARD PEDESTAL POLE. POLE SHALL BE THE STANDARD 15' POLE WITH THE SQUARE ALUMINUM POLE BASE. FOUNDATION FOR THE PEDESTAL POLE BASE SHALL BE THE 6' DEEP POLE FOOTING FOR THE 15' PEDESTAL POLE (SEE DETAIL 5 IN SHEET 16.13). 3.FLASHING BEACON CAN BE INSTALLED WITH SOLAR POWERED FLASHING BEACON CAN BE INSTALLED WITH SOLAR POWERED SIGNAL HEADS. REFER TO DETAIL "A".
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32-1/2"
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%%C12"
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%%UTYPICAL SOLAR POWERED SIGNAL HEAD
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%%UDETAIL "A"
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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FLASHING BEACON DETAIL
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16.1.21
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30
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37
YOURSPEED
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%%UTYPICAL PANEL ATTACHMENT DETAILS
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SIGN PANEL
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SIGN PANEL
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ZEE
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U-CLAMP
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5"
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%%UGENERAL NOTES
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14" SELF TAPPING BOLT (GALV.) REQ'D. UNDER EACH U-CLAMP
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* = 6" INCREMENTS (DRILL " HOLES FOR 38" HOLES FOR NUMBER OF LOCKBOLT FASTENERS REQ'D. BY ZEE LENGTH MINUS 8")
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1 "316"
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1 "316"
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38" (NO. 4 THRUNO. 10, AS REQUIRED) 90° COUNTERSUNK ALUMINUM LOCKBOLT FASTENERS
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12" U-CLAMP (GALV.) WITH HEX NUTS AND LOCK WASHERS (DRILL " HOLES)916" HOLES)
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%%UTYPICAL ELEVATION FACING TRAFFIC
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SEE DETAIL 5 IN SHEET 16.1.13 - 15' PEDESTAL POLE FOUNDATION
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15' CCD TRAFFIC PEDESTAL POLE
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PANEL ATTACHMENT (SEE DETAILS)
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30 - 36"
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24 - 30"
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PULLBOX
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CONDUIT
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13'6"
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4.5"
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BACKING ZEE
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BATTERY CABINET LOCATED ON BACK OF POLE
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SOLAR PANEL (ORIENTATION VARIES BY SITE CONDITION) (SEE NOTE 1) MAXIMUM PANEL SIZE = 40"X 66" (SEE NOTE 3)
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1.INSTALLATION DESIGN CONFORMS WITH AASHTO "STANDARD INSTALLATION DESIGN CONFORMS WITH AASHTO "STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORT FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS" AND SHALL BE FABRICATED IN ACCORDANCE WITH: A.STEEL PIPE, POST ANCHOR PLATES AND BREAK-AWAY PLATES SHALL STEEL PIPE, POST ANCHOR PLATES AND BREAK-AWAY PLATES SHALL CONFORM TO AASHTO M270 (ASTM A709) GRADE 36. B.HIGH STRENGTH BOLTS, NUTS AND WASHERS SHALL CONFORM TO HIGH STRENGTH BOLTS, NUTS AND WASHERS SHALL CONFORM TO ASTM-A325 AND SHALL BE GALVANIZED OR CADMIUM PLATED. C.HOLES SHALL BE DRILLED AND CUTS SHALL BE PREFERABLY SAW HOLES SHALL BE DRILLED AND CUTS SHALL BE PREFERABLY SAW CUT; HOWEVER, FLAME CUTTING WILL BE PERMITTED PROVIDED ALL EDGES ARE ROUNDED. METAL SHALL NOT PROJECT BEYOND THE PLATE OF THE PLATE FACE ON BREAK-AWAY PLATES. D.ALL WELDING IS TO BE CONTINUOUS AND IN ACCORDANCE WITH ALL WELDING IS TO BE CONTINUOUS AND IN ACCORDANCE WITH CURRENT AWS SPECIFICATIONS. A "KEEPER PLATE" OF THIN (28 GAGE) GALVANIZED SHEET METAL, FABRICATED TO MATCH BREAK-AWAY PLATE DIMENSIONS BUT WITH HOLES RATHER THAN SLOTS, SHALL BE USED TO RESTRAIN BOLT LOOSENING DUE TO WIND VIBRATION. E.DRIVER FEEDBACK SIGN POLE SHALL BE MOUNTED ON THE CITY AND DRIVER FEEDBACK SIGN POLE SHALL BE MOUNTED ON THE CITY AND COUNTY OF DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS STANDARD PEDESTAL POLE. POLE SHALL BE STANDARD 15' POLE PEDESTAL POLE BASE SHALL BE THE 6' DEEP POLE FOOTING FOR 15' PEDESTAL POLE (SEE DETAIL 5 IN SHEET 16.13). F.BOLTS, U-CLAMPS, NUTS AND METAL WASHERS SHALL BE BOLTS, U-CLAMPS, NUTS AND METAL WASHERS SHALL BE GALVANIZED OR CADMIUM PLATED. 2.DESIGN WIND VELOCITY = 90 MPH DESIGN WIND VELOCITY = 90 MPH 3.AS DETERMINED AT EACH SPECIFIC SITE LOCATION, FOR POWER, EITHER AS DETERMINED AT EACH SPECIFIC SITE LOCATION, FOR POWER, EITHER SOLAR PANEL OR HARD-WIRE ELECTRICAL CONNECTION SHALL BE MADE.
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R1-2 SIGN
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44"
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36"
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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DRIVER'S FEEDBACK SIGN DETAILS
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16.1.22
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31
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37
SPEEDLIMIT
WHENFLASHING
XX
SCHOOL
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SEE DETAIL 2 STD DWG NO 16.1.13.1 FOR PEDESTAL POLE DETAILS
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FLASHER/BATTERY CABINET LOCATED ON BACK OF POLE
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SEE DETAIL 5 STD DWG NO 16.1.13.2 FOR 15' PEDESTAL POLE FOUNDATION
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(2) TYPICAL SIGNAL HEADS 12" YELLOW HEAD FRONT AND BACK OF POLE
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2'-0"
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MIN. TO EDGE OF CURB
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SEE STD DWG NO 16.2.7 FOR TRAFFIC SIGN MOUNTING DETAIL
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7'-0"
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MIN.
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TYPICAL SIGNAL HEAD 12" YELLOW HEAD FRONT OF POLE ONLY
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TYPICAL ELEVATION FACING TRAFFIC
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NOTES
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VISOR
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12" YELLOW HEAD
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SOLAR PANEL (ORIENTATION VARIES BY SITE CONDITION) (SEE NOTE 1) MAXIMUM PANEL SIZE = 40" X 60"
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4'-0"
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1-2" ELECTRICAL CONDUIT (SEE NOTE 1) PULL BOX NEED AND LOCATION TO BE DETERMINED AT SPECIFIC SITE LOCATIONS
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1-3" TRAFFIC SIGNAL CONDUIT TO TRAFFIC SIGNAL PULL BOX (SEE NOTE 2)
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TYPICAL SIGNAL HEAD SECTION - 12" LENS
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7:00 TO 9:00 AM 2:00 TO 4:00 PM SCHOOL HOLIDAYS EXCEPTED
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SPECIAL 24"X18" (SEE NOTE 3)
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15'-0"
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2'-0"
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1.AS DETERMINED AT EACH SPECIFIC SITE LOCATION, FOR POWER, AS DETERMINED AT EACH SPECIFIC SITE LOCATION, FOR POWER, EITHER SOLAR PANEL OR HARD-WIRE ELECTRICAL CONNECTION SHALL BE MADE. 2.AS DETERMINED AT EACH SPECIFIC SITE LOCATION, EITHER AS DETERMINED AT EACH SPECIFIC SITE LOCATION, EITHER DIRECTIONAL ANTENNA OR HARD-WIRE TRAFFIC SIGNAL CONNECTION SHALL BE MADE. 3.TEMPORARY SIGN PLACARD TO BE INSTALLED OVER S5-1 "WHEN TEMPORARY SIGN PLACARD TO BE INSTALLED OVER S5-1 "WHEN FLASHING" TEXT UNTIL BEACONS ARE OPERATIONAL. 4.THIS SIGN INSTALLATION HAS BEEN DESIGNED FOR A 90 MPH THIS SIGN INSTALLATION HAS BEEN DESIGNED FOR A 90 MPH WIND VELOCITY.
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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FLASHING BEACON & SIGN SHEET 1
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16.1.23
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32
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37
WHEN FLASHINGRIGHT TURNS
AND
ONLYBUSES
WHEN FLASHINGRIGHT TURNS
AND
ONLYBUSES
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INSTALL SIGN TO THE CENTER OF BUS LANE. FOR SIGN DETAIL, SEE INSERT
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BOTTOM OF SIGNAL HEADS TO BE AT SAME HEIGHT
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SEE INSERT FOR DETAIL
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4"
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%%USIGNAL HEAD DETAIL
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%%UBUS LANE SIGN & SIGNAL FLASHER:
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%%UBUS FLASHER SIGN DETAIL
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1.INSTALL CABLE (2 CONDUCTOR #12 AWG) IMSA TO SIGNAL BOX, FM. (BY CCD) INSTALL CABLE (2 CONDUCTOR #12 AWG) IMSA TO SIGNAL BOX, FM. (BY CCD) 2.FLASHER WORK SHALL BE PERFORMED BY A QUALIFIED SIGNAL CONTRACTOR. FLASHER WORK SHALL BE PERFORMED BY A QUALIFIED SIGNAL CONTRACTOR. 3.INSTALL NEW 12" YELLOW LED FLASHERS (2 EACH) INSTALL NEW 12" YELLOW LED FLASHERS (2 EACH) 4.CONTACT TRAFFIC OPERATIONS AT 720-865-4000 FOR SIGN SPECIFICATIONS. CONTACT TRAFFIC OPERATIONS AT 720-865-4000 FOR SIGN SPECIFICATIONS. 5.POLES SHALL BE FURNISHED AND INSTALLED BY XCEL ENERGY POLES SHALL BE FURNISHED AND INSTALLED BY XCEL ENERGY 6.DURING MOUNTING OF SIGN PANEL, NO TRAFFIC WILL BE ALLOWED IN THE AFFECTED DURING MOUNTING OF SIGN PANEL, NO TRAFFIC WILL BE ALLOWED IN THE AFFECTED LANE 7.LUMINAIRE AND LUMINAIRE ARM MAY BE PROVIDED AND INSTALLED BY XCEL ENERGY.LUMINAIRE AND LUMINAIRE ARM MAY BE PROVIDED AND INSTALLED BY XCEL ENERGY.
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N.T.S.
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MAST ARM VARIES
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8'-6"
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6"
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2' MIN.
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17'-6" MIN.
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250 W HPS LUMINAIRE AND ARM PROVIDED AND INSTALLED BY XCEL ENERGY
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BOLT-ON TENON FLANGE
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INSTALL SIGN TO MAST ARM WITH MINIMUM THREE STRUTS ATTACHED BY SADDLE BRACKETS BANDED TO ARM.
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10'
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6"
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2' MIN.
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20' MAST ARM DESIGN N.T.S
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%%UBUS FLASHER SIGN & SIGNAL NOTES:
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%%USIDE
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%%UFRONT
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%%UBACK
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MAST ARM
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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FLASHING BEACON & SIGN SHEET 2
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16.1.24
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33
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37
YIELD
TO
PUSHBUTTON TOTURN ONWARNINGLIGHTS
STATE LAW
WITHIN CROSSWALK
♦
♦
♦
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9"
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2"
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3"
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2"
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18"
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2"
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7'-0"
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12"
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%%UFront View
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%%USide View
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%%URECTANGULAR RAPID FLASHING BEACON SYSTEM
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%%UPEDESTRIAN PEDESTAL INSTALLATION (ONE SIDED)
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3/4"
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3' Min
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3' Min
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3'-6" TO 4'-0"
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%%UDETAIL "A"
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SOLAR PARN ENERGY SOURCE
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POLE-MOUNT RADIO NETWORK CONTROLLER (19"H X 10"W X 6"D)
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30" X 30" W11-2 STD. YELLOW (Y1) PEDESTRIAN CROSSING SIGN
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RAPID FLASHING BAR CLEAR LENSES W/ AMBER LED LIGHTS
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18" X 30" W16-7p SUPPLEMENTAL STD. YELLOW (Y1) ARROW PLAQUE
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INSTALL PEDESTRIAN PUSHBUTTON AND INSTRUCTION SIGN
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(SEE DETAIL "A" FOR ROD CIRCLE)
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FLANGIBLE BASE MOUNTED FLUSH WITH SIDEWALK OR ISLAND.
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30 LB. BUILDING PAPER GASKET (TYP.)
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FLANGIBLE BASE
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ROD CIRCLE
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12" ROD CIRCLE (RC)
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ANCHOR RODS X 30" L X 4" HOOK (ASTM A-36 OR A-307)
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CONDUIT (SIZE AS REQ'D.)
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58" X 8' GROUND ROD
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9" X 12" R10-25 R OR L PEDESTRIAN PUSHBUTTON SIGN
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STD. PEDESTRIAN SIGNAL PEDESTAL 4" DIA. STD. GALVANIZED STEEL PIPE (ASTM A53, SCH. 40, 4 " 12" O.D.) W/ FRANGIBLE BASE SEE STD DWG NO 16.1.13.1 FOR ADDITIONAL DETAILS
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CONSTRUCT FOUNDATION ACCORDING TO DETAIL 5 STD DWG NO 16.1.13.2
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20-50 FT
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20-50 FT
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30 MPH
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35 MPH
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40 MPH
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335 FT
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185 FT
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140 FT
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POSTED SPEED
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L
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SIGNS AND YIELD LINES AT UNSIGNALIZED MIDBLOCK CROSSWALKS
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L
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L
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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RRFB DETAIL & SIGN SHEET 1
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16.1.25.1
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34
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37
PUSHBUTTON TOTURN ONWARNINGLIGHTS
YIELD
TO
STATE LAW
WITHIN CROSSWALK
♦
♦
♦
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19"
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%%URECTANGULAR RAPID FLASHING BEACON SYSTEM
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%%UPEDESTRIAN PEDESTAL INSTALLATION (TWO SIDED)
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%%uSide View %%u
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%%uFront View %%u
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2"
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3"
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2"
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18"
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2"
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9"
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12"
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3' Min
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3' Min
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%%UDETAIL "A"
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SOLAR PARN ENERGY SOURCE
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POLE-MOUNT RADIO NETWORK CONTROLLER (19"H X 10"W X 6"D)
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30" X 30" W11-2 STD. YELLOW (Y1) PEDESTRIAN CROSSING SIGN
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RAPID FLASHING BAR CLEAR LENSES W/ AMBER LED LIGHTS
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18" X 30" W16-7p SUPPLEMENTAL STD. YELLOW (Y1) ARROW PLAQUE
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INSTALL PEDESTRIAN PUSHBUTTON AND INSTRUCTION SIGN
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STD. PEDESTRIAN SIGNAL PEDESTAL 4" DIA. STD. GALVANIZED STEEL PIPE (ASTM A53, SCH. 40, 4 " 12" O.D.) W/ FRANGIBLE BASE SEE STD DWG NO 16.1.13.1 FOR ADDITIONAL DETAILS
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CONSTRUCT FOUNDATION ACCORDING TO DETAIL 5 STD DWG NO 16.1.13.2
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(SEE DETAIL "A" FOR ROD CIRCLE)
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FLANGIBLE BASE MOUNTED FLUSH WITH SIDEWALK OR ISLAND.
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30 LB. BUILDING PAPER GASKET (TYP.)
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CONDUIT (SIZE AS REQ'D.)
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58" X 8' GROUND ROD
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7'-0"
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3'-6" TO 4'-0"
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ROD CIRCLE
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3/4"
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FLANGIBLE BASE
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12" ROD CIRCLE (RC)
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ANCHOR RODS X 30" L X 4" HOOK (ASTM A-36 OR A-307)
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9" X 12" R10-25 R OR L PEDESTRIAN PUSHBUTTON SIGN
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20-50 FT
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20-50 FT
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30 MPH
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35 MPH
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40 MPH
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335 FT
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185 FT
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140 FT
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POSTED SPEED
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L
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SIGNS AND YIELD LINES AT UNSIGNALIZED MIDBLOCK CROSSWALKS
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L
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L
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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RRFB DETAIL & SIGN SHEET 2
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16.1.25.2
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35
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AHEAD
AHEAD
ON FLASHING
PROCEED IF CLEARRED
STOPCROSSWALK
STOPON RED
STOPRED
HERE ON
STOPRED
HERE ON
CROSSWALKSTOPON RED
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%%ULEGEND
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12" DIAMETER HYBRID BEACON
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MAST ARM SIGNAL POLE
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MAST ARM OR SIGNAL POLE MOUNTED SIGN
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COUNTDOWN PEDESTRIAN SIGNAL HEAD WITH PUSH BUTTON AND SIGN
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DETECTABLE WARNING SURFACE
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GROUND MOUNT SIGN
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20-35 MPH
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40 MPH
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45 MPH
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50 MPH
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250 FT
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175 FT
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125 FT
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100 FT
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POSTED SPEED
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MINIMUM ADVANCE PLACEMENT DISTANCE
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GUIDELINES FOR ADVANCE PLACEMENT OF PEDESTRIAN CROSSING WARNING SIGNS
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%%UTABLE 1
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%%UNOTES
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1.DO NOT PLACE RETROREFLECTIVE TAPE ON HYBRID BEACON DO NOT PLACE RETROREFLECTIVE TAPE ON HYBRID BEACON BACKPLATES. 2.INCREASE MOUNTING HEIGHT OF W11-2 SIGN AND W16-7PL INCREASE MOUNTING HEIGHT OF W11-2 SIGN AND W16-7PL PLAQUE IF BLOCKED BY OTHER SIGNS OR OBSTRUCTIONS. 3.SEE SHEET 16.2.1 FOR CROSSWALK MARKING DETAILS.SEE SHEET 16.2.1 FOR CROSSWALK MARKING DETAILS.
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A.INSTALL STREET LIGHTING UNLESS DIRECTED OTHERWISE BY INSTALL STREET LIGHTING UNLESS DIRECTED OTHERWISE BY CITY TRAFFIC ENGINEER. B.PROVIDE REQUIRED SCHOOL CROSSING SIGNING AND PROVIDE REQUIRED SCHOOL CROSSING SIGNING AND PAVEMENT MARKINGS AT SCHOOL CROSSWALKS. C.CENTER HYBRID BEACON IN EACH THRU LANE. PROVIDE CENTER HYBRID BEACON IN EACH THRU LANE. PROVIDE RS10-23A SIGN CENTERED BETWEEN ALL HYBRID BEACONS. FOR SINGLE THRU LANE APPROACHES CENTER RS10-23A SIGN IN THE LANE AND SPACE HYBRID BEACONS AT LEAST 10 FT APART. D.REMOVE TWO-WAY LEFT TURN LANE AND INSTALL DOUBLE REMOVE TWO-WAY LEFT TURN LANE AND INSTALL DOUBLE YELLOW LINES WHEN REQUIRED BY CITY TRAFFIC ENGINEER. E.INTERCONNECT SIGNAL TO CCD NETWORK. COORDINATE NEW INTERCONNECT SIGNAL TO CCD NETWORK. COORDINATE NEW PEDESTRIAN HYBRID BEACON WITH ADJACENT TRAFFIC SIGNALS ON BOTH SIDES. F.PLACE NO PARKING SIGNS TO PROHIBIT PARKING 50 FT PLACE NO PARKING SIGNS TO PROHIBIT PARKING 50 FT BEFORE AND 20 FT AFTER CROSSWALK. NO ACCESSES ARE ALLOWED IN THIS AREA. G.MEET MINIMUM TRAFFIC SIGNAL SPACING REQUIREMENTS. MEET MINIMUM TRAFFIC SIGNAL SPACING REQUIREMENTS. H.PLACE HYBRID BEACON ASSEMBLIES ON A SINGLE OR TWO PLACE HYBRID BEACON ASSEMBLIES ON A SINGLE OR TWO SEPARATE MAST ARMS. I.POLE MUST BE INSTALLED WITHIN 5' OF RAMP PER ADA POLE MUST BE INSTALLED WITHIN 5' OF RAMP PER ADA REQUIREMENTS **VARIES BASED ON LOCATION. ACTUAL DISTANCE TO BE VARIES BASED ON LOCATION. ACTUAL DISTANCE TO BE DETAILED ON PLANS OR AS DERECTED BY PUBLIC WORKS TRANSPORTATION AND MOBILITY. MINIMUM OF 40'.
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%%UDESIGN-ONLY NOTES
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SEE NOTE A
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SEE NOTE C
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HYBRID BEACON (TYP)
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RS10-23A 54" X 30"
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W11-2
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W16-7PL
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PEDESTRIAN PUSH BUTTON AND R10-3A SIGN
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(SEE NOTE 2)
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W11-2
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W16-9P
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R10-6 OR R10-6A
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OPTIONAL SIGN
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CROSSWALK MARKINGS
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24 INCH STOP LINE
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EXISTING STOP OR YIELD SIGN
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24 INCH STOP LINE
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NO PARKING ZONE (TYP) (SEE NOTE F)
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NO PARKING ZONE (TYP) (SEE NOTE F)
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R10-6 OR R10-6A
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OPTIONAL SIGN
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EXISTING STOP OR YIELD SIGN
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W11-2
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W16-9P
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VARIES (SEE TABLE 1)
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60'**
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VARIES (SEE TABLE 1)
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RS10-23 24" X 30"
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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PEDESTRIAN HYBRID BEACON CROSSWALK (HAWK)
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16.1.26
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36
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%%UTYPICAL PULL OR SPLICE BOX
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%%UNOTES:
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1.ALL PULL OR SPLICE BOXES SHALL BE TRAFFIC RATED 20,000 PSI MINIMUM. ALL PULL OR SPLICE BOXES SHALL BE TRAFFIC RATED 20,000 PSI MINIMUM. 2.BOX DIMENSIONS SHOWN ARE FOR 2 INCH CONDUITS MAXIMUM. FOR BOX DIMENSIONS SHOWN ARE FOR 2 INCH CONDUITS MAXIMUM. FOR CONDUITS LARGER THAN 2 IN. REFER TO N.E.C. SECTION 314.28A FOR BOX SIZE REQUIREMENTS.
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%%UPLAN VIEW
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%%USECTION A-A
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%%ULIGHTING CONTROL CENTER (CABINET)
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%%UCABINET COMPONENT LIST
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30 IN W. X 48 IN. H. X 12 IN D. NEMA 3R HINGED ENCLOSURE WITH 6 IN. LEGS ANCHORED TO THE CONCRETE FOUNDATION PAD. THE BACK OF THE CABINET SHALL BE LOCATED 6 IN. MAXIMUM FROM THE EDGE OF THE CONCRETE PAD. NEMA 1, 100A, MLO, 120/240V-1ɸ-3W LOAD CENTER (SEE PANEL SCHEDULE). MINIMUM SPACES AS REQUIRED PLUS A MINIMUM OF TWO AVAILABLE SPACES FOR FUTURE USE. INSTALL IN CABINET WITH FULL-SIZE GROUND, COVER, AND BRANCH BREAKERS AS LISTED ON THE SCHEDULE. ELECTRICALLY HELD LIGHTING CONTRACTOR FURNISHED WITH 120-VOLT COIL AND NUMBER OF POLES REQUIRED. INSTALL INSIDE CABINET. NEMA 3R 120V PHOTOELECTRIC CONTROL WITH 3-PRONG TWIST-LOCK RECEPTACLE BASE. INSTALL THE BASE INSIDE THE CABINET. THE PHOTOELECTRIC CONTROL SHALL BE MOUNTED ON TOP OF THE CABINET AND ORIENTED NORTHWARD TO MINIMIZE THE SUN'S INTERFERENCE. 20-AMP GFCI MAINT. RECEPTACLE IN A 1-GANG BACK BOX WITH COVER. INSTALL INSIDE THE CABINET. 125A, 120/240V, METER HOUSING CONFORMING TO THE UTILITY PROVIDER'S REQUIREMENTS. NEMA 3R, 100A, 2-POLE FUSED DISCONNECT, UL LISTED FOR SERVICE EQUIPMENT AND FRN FUSES AS SHOWN ON ONE-LINE DIAGRAM WITH NEUTRAL AND GROUND BARS. MOUNTED ON BACK SIDE OF ENCLOSURE. 58" X 8'-0" COPPER-CLAD DRIVEN GROUND ROD WITH APPROVED GROUND ROD CLAMP.
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%%UNOT SHOWN IN THE DETAIL:
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1.VOLTAGE SURGE ARRESTOR, 650V A.C. TO GROUND MAX. VOLTAGE SURGE ARRESTOR, 650V A.C. TO GROUND MAX. 2."HAND-OFF-AUTO" KEY SWITCH. KEYED FOR AGENCY "HAND-OFF-AUTO" KEY SWITCH. KEYED FOR AGENCY RESPONSIBLE FOR THE MAINTENANCE OF THE SYSTEM.
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A
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B
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C
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D
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E
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H
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12" (MIN.)
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12" (MIN.)
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12" (MIN.)
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21" (MIN.)
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A
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A
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CONCRETE (CLASS B) SUPPORT RING (NOT REQUIRED WHEN EMBEDDED IN CONCRETE SIDEWALK OR OTHER SUITABLE CONCRETE PAD)
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LID
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12"
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12"
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6"
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10"
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6" DEEP GRAVEL BED
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ORIENT PHOTOELECTRIC CONTROLS TOWARD NORTH
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38" X 4" GALVANIZED J-BOLT WITH NUT AND FLAT WASHER (4 REQUIRED)
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60" W. X 36" L. X 12" D. CONCRETE (CLASS B) FOUNDATION PAD WITH 1" CHAMFER
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#5 AT 8" O.C. EACH WAY AT MID-DEPTH
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2"
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12"
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24" (MIN.)
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2" PVC
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TWO 3" PVC
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16" X 28" PULL BOX
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CONCRETE SUPPORT RING
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A
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A
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8'-0" (MIN.)
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A
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B
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C
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D
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E
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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16.1.27
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CONTROL CABINET & PULL BOX DETAIL
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37
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37
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%%UTYPICAL CROSSWALK LAYOUT PROCEDURES
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1. SETBACK SIDEWALKS
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2.SETBACK SIDEWALK ONE SIDE SETBACK SIDEWALK ONE SIDE ATTACHED SIDEWALK OTHER SIDE
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3. ATTACHED SIDEWALK 5' TO 15' CORNER RADII
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7.INSTALL STOP LINE 4' IN ADVANCE OF AND INSTALL STOP LINE 4' IN ADVANCE OF AND PARALLEL TO THE NEAREST CROSSWALK LINE UNLESS OTHERWISE SHOWN
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4.ATTACHED SIDEWALK ATTACHED SIDEWALK 20' TO 30' CORNER RADII
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10'
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18"
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1.CROSSWALK BAR DIMENSIONS CROSSWALK BAR DIMENSIONS USE 18" WIDTH FOR CROSSWALK BARS. 2.KEEP BARS PARALLEL TO LANE LINES KEEP BARS PARALLEL TO LANE LINES EVEN IF THE CROSSWALK IS SKEWED. (SEE EXAMPLE FAR LEFT.)
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3.ALL BARS IN EACH CROSSWALK MUST ALL BARS IN EACH CROSSWALK MUST BE SAME WIDTH. 4.ADJUST TRANSVERSE ALIGNMENT IF ADJUST TRANSVERSE ALIGNMENT IF NECESSARY TO ALIGN PROPERLY WITH PEDESTRIAN RAMPS. CROSSWALKS SHOULD CENTER ON PEDESTRIAN RAMPS WHEN POSSIBLE. 5.CROSSWALKS SHOULD NOT EXTEND PAST CROSSWALKS SHOULD NOT EXTEND PAST THE CURB LINE OF ADJACENT ROADWAY.
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10'
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CENTER ON SIDEWALK
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MARK WITH CHALK LINES
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ALIGN WITH CURB
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MARK WITH CHALK LINES
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CENTER ON SIDEWALK
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10'
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10'
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MARK WITH CHALK LINES
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ALIGN WITH CURB LINE EXTENDED
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ALIGN WITH BACK OF SIDEWALK
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CENTER ON SIDEWALK OR PEDESTRIAN RAMPS
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10'
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MARK WITH CHALK LINES
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MARK WITH CHALK LINES
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10'
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10'
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MARK WITH CHALK LINES
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SPACES TO BE SIMILAR TO ADJACENT SPACES APPROX. 5' TO 6' CENTER TO CENTER
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5' FROM CURB LINE EXTENDED (TYP.)
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5. ATTACHED SIDEWALK WIDER THAN 10'
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6. MID-BLOCK CROSSWALK
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15%%D MAX
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EXAMPLE: TYPICAL CROSSWALK BAR LAYOUT FOR SKEWED CROSSWALK
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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TYPICAL CROSSWALK LAYOUT DETAILS
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16.2.1
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01
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17
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BARS AS NECESSARY TO COVER LIP TO LIP AT APPROX. 5' SPACING CENTER TO CENTER
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13'
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4'
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11'
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11'
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11'
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12'
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13'
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5
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13'
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11'
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11'
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10'
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17'
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11'
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13'
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UNIMPROVED MEDIAN
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16
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11'
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13'
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11'
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11'
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13'
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150' STRAIGHT TAPER BOTH SIDES
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8
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SIGNALIZED INTERSECTION
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20
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YIELD MARKINGS
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6
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7
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60'
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90'
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9
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5
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8
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16
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16
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3
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18
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RAISED MEDIAN
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8
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8
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LANE DIRECTION ARROWS SHOWN ARE FOR REFERENCE ONLY UNLESS OTHERWISE NOTED ON PLANS.
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19
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ALL CURB LANE DIMENSIONS ARE TO FACE OF CURB & CENTER OF LINES
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ALL INSIDE LANE DIMENSIONS ARE FROM CENTER OF LINE TO CENTER OF LINE
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2
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4
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1
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TYPICAL PAVEMENT MARKING EXAMPLES
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60'
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11'
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13'
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11'
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11'
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13'
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18
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KEEP BARS PARALLEL TO LANE LINES. EVEN IF CROSSWALK IS SKEWED
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60'
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%%UYIELD LINE DETAILS
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TRAVEL LANE
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12"
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18"
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24"
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36"
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DIRECTION OF TRAVEL
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4" to 12"
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3" to 12"
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USE ON SHARED USE PATHS OR BY-PASS LANES
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USE ON VEHILCLE TRAVEL LANES
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TYPICAL DIMENSIONS
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15
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%%UPAVEMENT MARKING LEGEND AND NOTES
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1
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2
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3
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A. TRAFFIC LANE PAVEMENT MARKINGS EPOXY PAVEMENT MARKING MATERIAL SHALL BE USED UNLESS OTHERWISE APPROVED BY DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS CONCRETE ROADWAY SURFACE: : INLAID PREFORMED PLASTIC TAPE (CONTRAST) PAVEMENT MARKING MATERIAL SHALL BE USED FOR UNLESS OTHERWISE APPROVED BY DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS
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4" DOUBLE YELLOW CENTERLINE WITH 4" SEPARATION 4" SKIP YELLOW CENTERLINE, 10' LINE, 30' GAP 4" SOLID YELLOW TWO WAY LEFT EDGE LINE 4" SOLID YELLOW WITH 4" SKIP YELLOW, 10' LINE, 30' GAP, AND 4" SEPARATION 4" SKIP WHITE LANE LINE, 10' LINE, 30' GAP 4" SOLID WHITE RIGHT EDGE LINE OR TURN LANE LINE 8" SOLID WHITE 45° DIAGONAL CROSSHATCH AT 15' SPACING8" SOLID WHITE RIGHT EDGE LINE OR TURN LANE LINE 8" DASHED WHITE LINE, 3' DASH WITH 9' GAP 8" DASHES THRU INTERSECTION WHEN SHOWN ON PLANS ARE 2' LONG LINES WITH 6' GAPS CENTERED IN EACH CROSS STREET TRAFFIC LANE
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9
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15
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18
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17
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16
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19
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18" WHITE TRAVERSE CROSSWALK LINE
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18" X 10' WHITE CROSSWALK BAR
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24" X 10' WHITE CROSSWALK BAR
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24" WHITE STOP LINE, ONLY WHEN SHOWN ON PLANS
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PAVEMENT MESSAGES ONLY WHEN SHOWN ON PLANS
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B.CROSSWALK MARKINGS - MATERIAL SHALL BE REFLECTORIZED PREFORMED CROSSWALK MARKINGS - MATERIAL SHALL BE REFLECTORIZED PREFORMED THERMO-PLASTIC (MIN. 90 MIL THICKNESS)FULL WIDTH WITHOUT SEAMS UNLESS OTHERWISE SPECIFIED
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C.ANY FINAL PAVEMENT MARKING QUANTITIES SHALL INCLUDE REMOVAL OF ANY FINAL PAVEMENT MARKING QUANTITIES SHALL INCLUDE REMOVAL OF ANY CONFLICTING, PREVIOUS OR DETOUR MARKINGS AS NECESSARY.
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D.ALL OTHER PROVISIONS OF "CITY AND COUNTY OF DENVER STANDARDS ALL OTHER PROVISIONS OF "CITY AND COUNTY OF DENVER STANDARDS AND SPECIFICATIONS: AND "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", STATE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, CURRENT EDITION SHALL APPLY.
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E.ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR WATER BLASTING METHODS PROVIDED THAT THE PAVEMENT SURFACE SHALL NOT BE MATERIALLY DAMAGED. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY SHALL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS.
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5
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9
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20
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20
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1. RECOMMENDED FOR CBD AND AT DECORATIVE CROSSWALK LOCATIONS. 2. CALCULATING TAPER LENGTHS: WHERE "L" IS TAPER LENGTH IN FEET, "W" IS WIDTH OF OFFSET IN FEET, AND "S" IS POSTED SPEED LIMIT IN MPH.
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NOTES:
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15
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SPEED 40 MPH OR LESS L = WS /602/60
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SPEED 45 MPH OR GREATER L = WS
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L
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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16.2.2.1
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02
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17
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PAVEMENT MARKING DETAILS SHEET 1
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LANE DIRECTION ARROWS ARE SHOWN FOR REFERENCE ONLY
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10'
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12'
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10'
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11'
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MID-BLOCK SIGNAL
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20'
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60'
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60'
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18
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18
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16
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1
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8
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8
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1
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1
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5
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5
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TYPICAL PAVEMENT MARKING EXAMPLES
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11'
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125' MIN.
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S
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50'
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60'
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19
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9
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SIGNALIZED INTERSECTION
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200' MIN.
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*
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*
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*
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FOR RIGHT TURN OR LEFT TURN DROP LANE: MAY BE EXTENDED BASED ON POSTED SPEED LIMIT AND DESIGN OF TURN LANE.
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**
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**
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**
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VARIES BASED ON LOCATION. ACTUAL DISTANCE TO BE DETAILED ON PLANS OR AS DIRECTED BY PUBLIC WORKS TRANSPORTATION AND MOBILITY. MINIMUM OF 40'
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60'
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%%UPAVEMENT MARKING LEGEND AND NOTES
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1
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2
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3
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4
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5
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6
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7
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8
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A.TRAFFIC LANE PAVEMENT MARKINGS TRAFFIC LANE PAVEMENT MARKINGS EPOXY PAVEMENT MARKING MATERIAL SHALL BE USED UNLESS OTHERWISE APPROVED BY DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS CONCRETE ROADWAY SURFACE: : INLAID PREFORMED PLASTIC TAPE (CONTRAST) PAVEMENT MARKING MATERIAL SHALL BE USED FOR UNLESS OTHERWISE APPROVED BY DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS
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4" DOUBLE YELLOW CENTERLINE WITH 4" SEPARATION 4" SKIP YELLOW CENTERLINE, 10' LINE, 30' GAP 4" SOLID YELLOW TWO WAY LEFT EDGE LINE 4" SOLID YELLOW WITH 4" SKIP YELLOW, 10' LINE, 30' GAP, AND 4" SEPARATION 4" SKIP WHITE LANE LINE, 10' LINE, 30' GAP 4" SOLID WHITE RIGHT EDGE LINE OR TURN LANE LINE 8" SOLID WHITE 45° DIAGONAL CROSSHATCH AT 15' SPACING8" SOLID WHITE RIGHT EDGE LINE OR TURN LANE LINE 8" DASHED WHITE LINE, 3' DASH WITH 9' GAP 8" DASHES THRU INTERSECTION WHEN SHOWN ON PLANS ARE 2' LONG LINES WITH 6' GAPS CENTERED IN EACH CROSS STREET TRAFFIC LANE
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9
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15
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18
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17
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16
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19
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18" WHITE TRAVERSE CROSSWALK LINE (SEE NOTE 1)
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18" X 10' WHITE CROSSWALK BAR
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24" X 10' WHITE CROSSWALK BAR
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24" WHITE STOP LINE, ONLY WHEN SHOWN ON PLANS
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PAVEMENT MESSAGES ONLY WHEN SHOWN ON PLANS
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B.CROSSWALK MARKINGS - MATERIAL SHALL BE REFLECTORIZED PREFORMED CROSSWALK MARKINGS - MATERIAL SHALL BE REFLECTORIZED PREFORMED THERMO-PLASTIC (MIN. 90 MIL THICKNESS)FULL WIDTH WITHOUT SEAMS UNLESS OTHERWISE SPECIFIED
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C.ANY FINAL PAVEMENT MARKING QUANTITIES SHALL INCLUDE REMOVAL OF ANY FINAL PAVEMENT MARKING QUANTITIES SHALL INCLUDE REMOVAL OF ANY CONFLICTING, PREVIOUS OR DETOUR MARKINGS AS NECESSARY.
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D.ALL OTHER PROVISIONS OF "CITY AND COUNTY OF DENVER STANDARDS ALL OTHER PROVISIONS OF "CITY AND COUNTY OF DENVER STANDARDS AND SPECIFICATIONS: AND "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", STATE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, CURRENT EDITION SHALL APPLY.
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E.ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR WATER BLASTING METHODS PROVIDED THAT THE PAVEMENT SURFACE SHALL NOT BE MATERIALLY DAMAGED. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY SHALL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS.
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5
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9
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20
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18
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18
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15
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15
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18
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5
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5
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5
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8
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1
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1
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REFER TO TURN LANE TABLE (SEE FIG. A)
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BASED ON LENGTH OF TURN POCKET
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FIG. A
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TURN POCKET LENGTH (L)
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TURN LANE PAVEMENT MESSAGE PLACEMENT
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BASED ON LENGTH OF TURN POCKET
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L
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20
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1. RECOMMENDED FOR CBD AND AT DECORATIVE CROSSWALK LOCATIONS. RECOMMENDED FOR CBD AND AT DECORATIVE CROSSWALK LOCATIONS. 2. THE SPACING IN FIG. A APPLIES TO LEFT & RIGHT TURN LANES. THE SPACING IN FIG. A APPLIES TO LEFT & RIGHT TURN LANES. 3. WHEN ONE (1) ARROW IS USED, IT SHALL BE PLACED AT THE BEGINNING WHEN ONE (1) ARROW IS USED, IT SHALL BE PLACED AT THE BEGINNING OF THE FULL WIDTH TURN LANE, OTHERWISE USE FIG. A FOR ARROW PLACEMENT.
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15
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NOTES:
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4'
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PARKING
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PARKING
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<200'
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1
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NA
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200'-350'
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2
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350'-650'
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3
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650'-950'
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4
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950'>
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5+
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NO. OF MARKINGS PER LANE
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SPACING (S)
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EVENLY SPACED BETWEEN 150'-300'
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LANE DROP
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POCKET LANE
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DOUBLE TURNING
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50'
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S*
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150'
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L*
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50'
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S*
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L*
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50'
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S*
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L*
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40'
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VARIES
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STOP LINE
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STOP LINE
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STOP LINE
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MEDIAN
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*L (LENGTH) AND *S (SPACING) PROVIDED IN THE TABLE ABOVE WILL HELP DETERMINE THE NUMBER OF ARROWS NEEDED PER LANE.
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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16.2.2.2
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03
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17
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PAVEMENT MARKING DETAILS SHEET 2
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16
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11'
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11'
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11'
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13'
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SIGNALIZED INTERSECTION
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9
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5
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8
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16
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16
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16
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3
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18
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8
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10'
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12'
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10'
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10'
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19
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50'
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8
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1
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1
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5
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4
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1
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TYPICAL PAVEMENT MARKING EXAMPLES
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20'
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20'
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50' MINIMUM
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50'
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50'
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250'
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250' MAX
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50'
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LANE DIRECTION ARROWS SHOWN ARE FOR REFERENCE ONLY
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12
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21
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21
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22
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22
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21
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21
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22
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STOP SIGN
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11'
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13'
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11'
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11'
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13'
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18
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20
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**
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9
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*
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6
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4.5'
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SHARROW SYMBOL MARKING DETAIL
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5'-9"
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3'-6"
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3'-3"
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BIKE SYMBOL MARKING DETAIL
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%%UPAVEMENT MARKING LEGEND AND NOTES
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1
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2
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3
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4
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5
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6
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7
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8
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A.TRAFFIC LANE PAVEMENT MARKINGS TRAFFIC LANE PAVEMENT MARKINGS EPOXY PAVEMENT MARKING MATERIAL SHALL BE USED UNLESS OTHERWISE APPROVED BY DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS. CONCRETE ROADWAY SURFACE: : INLAID PREFORMED PLASTIC TAPE (CONTRAST) PAVEMENT MARKING MATERIAL SHALL BE USED FOR UNLESS OTHERWISE APPROVED BY DENVER PUBLIC WORKS TRANSPORTATION OPERATIONS.
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4" DOUBLE YELLOW CENTERLINE WITH 4" SEPARATION 4" SKIP YELLOW CENTERLINE, 10' LINE, 30' GAP 4" SOLID YELLOW TWO WAY LEFT EDGE LINE 4" SOLID YELLOW WITH 4" SKIP YELLOW, 10' LINE, 30' GAP, AND 4" SEPARATION 4" SKIP WHITE LANE LINE, 10' LINE, 30' GAP 4" SOLID WHITE RIGHT EDGE LINE OR TURN LANE LINE 4" SOLID WHITE 45° DIAGONAL CROSSHATCH AT 15' SPACING8" SOLID WHITE RIGHT EDGE LINE OR TURN LANE LINE 8" DASHED WHITE LINE, 3' DASH WITH 9' GAP 4" DASHED WHITE LINE, 3' DASH WITH 9' GAP 8" DASHES THRU INTERSECTION WHEN SHOWN ON PLANS ARE 2' LONG LINES WITH 6' GAPS CENTERED IN EACH CROSS STREET TRAFFIC LANE
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9
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20
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B.CROSSWALK MARKINGS - MATERIAL SHALL BE REFLECTORIZED PREFORMED CROSSWALK MARKINGS - MATERIAL SHALL BE REFLECTORIZED PREFORMED THERMO-PLASTIC (MIN. 90 MIL THICKNESS)FULL WIDTH WITHOUT SEAMS UNLESS OTHERWISE SPECIFIED C.ANY FINAL PAVEMENT MARKING QUANTITIES SHALL INCLUDE REMOVAL OF ANY FINAL PAVEMENT MARKING QUANTITIES SHALL INCLUDE REMOVAL OF ANY CONFLICTING, PREVIOUS OR DETOUR MARKINGS AS NECESSARY. D.ALL OTHER PROVISIONS OF "CITY AND COUNTY OF DENVER STANDARDS ALL OTHER PROVISIONS OF "CITY AND COUNTY OF DENVER STANDARDS AND SPECIFICATIONS: AND "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", STATE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, CURRENT EDITION SHALL APPLY. E.ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR WATER BLASTING METHODS PROVIDED THAT THE PAVEMENT SURFACE SHALL NOT BE MATERIALLY DAMAGED. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY SHALL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS. F.SHARROW SYMBOL MARKING OFFSET FOR LANES WITHOUT PARKING: SHARROW SYMBOL MARKING OFFSET FOR LANES WITHOUT PARKING: CENTERED 4.5' FROM FACE OF CURB. SHARROW SYMBOL MARKING OFFSET FOR LANES WITH PARKING: CENTERED 12' MINIMUM FROM FACE OF CURB. G.STRIPING STANDARDS FOR OTHER BICYCLE FACILITY TYPES SHOWN IN STRIPING STANDARDS FOR OTHER BICYCLE FACILITY TYPES SHOWN IN BIKEWAY STANDARDS.
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15
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18
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17
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16
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19
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18" WHITE TRAVERSE CROSSWALK LINE
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18" X 10' WHITE CROSSWALK BAR
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24" X 10' WHITE CROSSWALK BAR
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24" WHITE STOP LINE, ONLY WHEN SHOWN ON PLANS
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PAVEMENT MESSAGES ONLY WHEN SHOWN ON PLANS
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22
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22
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10'
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6
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18
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6
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21
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3'-4"
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6'-6"
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1
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6
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8'
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MAJOR BUS STOP
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PARKING
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*
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5' MINIMUM BIKE LANE
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**
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6' MINIMUM BIKE LANE
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8'
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VARIES
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5
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12
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12
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12' MIN.
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5
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9
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20
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Issued By:
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Comments
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Date:
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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Scale:
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Sheet No. of
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BIKE LANE TYPICAL MARKING DETAILS
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16.2.3
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04
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17
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%%UPAVEMENT MARKING LEGEND AND NOTES
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15
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5
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8
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18
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A.TRAFFIC LANE MARKINGS- MATERIAL SHALL BE EPOXY MARKING MATERIAL TRAFFIC LANE MARKINGS- MATERIAL SHALL BE EPOXY MARKING MATERIAL UNLESS OTHERWISE SPECIFIED.
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4" SKIP WHITE LANE LINE, 10' LINE, 30' GAP 8" SOLID WHITE RIGHT EDGE LINE OR TURN LANE LINE
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B.CROSSWALK MARKINGS - MATERIAL SHALL BE REFLECTORIZED PREFORMED CROSSWALK MARKINGS - MATERIAL SHALL BE REFLECTORIZED PREFORMED THERMO-PLASTIC FULL WIDTH WITHOUT SEAMS UNLESS OTHERWISE SPECIFIED
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18" WHITE TRAVERSE CROSSWALK LINE 24" WHITE STOP LINE, ONLY WHEN SHOWN ON PLANS.
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C.ANY FINAL PAVEMENT MARKING QUANTITIES SHALL INCLUDE REMOVAL OF ANY FINAL PAVEMENT MARKING QUANTITIES SHALL INCLUDE REMOVAL OF ANY CONFLICTING, PREVIOUS OR DETOUR MARKINGS AS NECESSARY. D. ALL OTHER PROVISIONS OF "STANDARD SPECIFICATIONS FOR ROAD ALL OTHER PROVISIONS OF "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", STATE DEPARTMENT OF HIGHWAYS, STATE OF COLORADO, CURRENT EDITION SHALL APPLY. E.ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR ALL REMOVALS SHALL BE BY GRINDING, SANDBLASTING OR WATER BLASTING METHODS PROVIDED THAT THE PAVEMENT SURFACE SHALL NOT BE MATERIALLY DAMAGED. THE PAVEMENT MARKINGS SHALL BE REMOVED TO THE EXTENT THAT THEY SHALL NOT BE VISIBLE UNDER DAY OR NIGHT CONDITIONS.
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8
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15
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15
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18
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18
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5
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5
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5
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15'
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TYPICAL CENTRAL BUSINESS DISTRICT PAVEMENT MARKING EXAMPLES
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TURN LANE LINE SHOULD INTERSECT THE LANE LINE WHICH WILL PROVIDE THE TURN LANE WITH TWO LANES GOING AWAY FROM THE INTERSECTION, EXCEPT WHERE ONLY TWO THROUGH LANES ARE AVAILABLE.
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5
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8
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15
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15
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Issued By:
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Comments
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Date:
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Scale:
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Sheet No. of
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CENTRAL BUSINESS DISTRICT
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PAVEMENT MARKING DETAILS
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16.2.4
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05
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17
SPEEDLIMIT
30
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10'-6" MIN.
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MOUNTING IN SOD OR DIRT REQUIRES APPROXIMATELY 2.0 CU. FT. OF CONCRETE OR AS APPROVED.
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MOUNTED IN SIDEWALK/HARDSCAPE
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MOUNTED IN SOD/VEGETATION
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MOUNTED IN DIRT
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2'-0"
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CURB AND GUTTER
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MAX.
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2'-0"
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PLAN
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TRAFFIC FLOW
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MIN.
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2'-0"
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MAX.
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2'-0"
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ELEVATION
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2" TELSPAR TUBING SQUARE 12 GAUGE STEEL (OR APPROVED EQUAL)
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ROADWAY
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90°
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CURB AND GUTTER
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ELEVATION
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PLAN
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NO
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ANY
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TIME
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PARKING
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12"
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TELSPAR POST
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2'-0"
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USE WITH: REGULATORY SIGNS WARNING SIGNS GUIDE SIGNS, NEIGHBORHOOD WATCH SIGNS, OTHER NON-PARKING SIGNS
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%%UROADSIDE SIGN INSTALLATION
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MIN.
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2'-0"
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SADDLE BRACKET WITH GALV STRAPS OR 45° FLANGE BRACKET
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INSTALL PARKING SERIES SIGNS AT 45° ORIENTED TO CURB OR EDGE OF ROADWAY (DENVER STANDARD)
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TRAFFIC FLOW
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TELSPAR POST
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4" SIDEWALK
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SLOPE FLOWFILL TO DRAIN
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4"
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DETAIL 3
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DETAIL 1
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SOD
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DETAIL 2
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2'-0"
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4"
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1'-6"
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7'-0" MIN.
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2'-0"
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11'-6" MIN.
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2'-6"
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7'-0" MIN.
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2'-0"
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OTHER REGULATORY OR WARNING SIGNS
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PARKING SIGNS
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3" MIN.
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12"
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USE WITH: PARKING SIGNS STREET SWEEPING SIGNS
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TELESPAR SLEEVE
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2" TELSPAR TUBING SQUARE 12 GAUGE STEEL (OR APPROVED EQUAL)
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NOTE:
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SIGNS: ALL SIGNS SHALL BE FABRICATED FROM ASTM TYPE XI, 4000 SERIES SIGN FACE SHEETING MATERIAL. ALL SIGNS ARE 0.080 GAUGE, 6061-T6 OR 5052-H38 ALUMINUM ALLOY, TREATED WITH ALONDINE 1200 CONVERSION COATING, 3/8 INCH DIAMETER HOLES PUNCHED, CENTERED ON TOP AND BOTTOM, HORIZONTAL AXIS WITH STANDARD 1-1/2 INCH RADIUS CORNERS. ALL IMAGING SHALL BE ACCOMPLISHED WITH A MATCH COMPONENT SYSTEM WITH ACRYLIC FILM THAT MATCHES THE WARRANTY OF THE BASE REFLECTIVE SHEETING. INKS SHALL NOT BE PERMITTED FOR IMAGING.
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POSTS SHOULD BE INSTALLED TO PROVIDE 4' MINIMUM CLEAR WIDTH ALONG EXISTING SIDEWALK PATH FOR ADA COMPLIANCE.
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12"
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12"
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2 " ROTORED HOLE 12" ROTORED HOLE THROUGH SIDEWALK
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NOTE:
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NOTE:
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(2) 6" GALVANIZED BOLTS
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(2) 6" GALVANIZED BOLTS
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SAND; CAP WITH 12" CONCRETE
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Comments
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Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Sheet No. of
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SINGLE SIGN POST MOUNTING DETAILS
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16.2.5
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06
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17
SPEEDLIMIT
30STOP
ONE WAY
XXXXXAVENUENAME
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3'-0"
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3'-0"
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7'-0" MIN.
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10'-0" MIN.
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SEE BRACKET DETAIL
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4"
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3'-0"
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12"
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DETAIL 2
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SOD
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DETAIL 1
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DETAIL 3
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3'-0"
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12"
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ROADWAY
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MOUNTING IN SOD OR DIRT REQUIRES APPROXIMATELY 3.0 CU. FT. OF CONCRETE.
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MOUNTED IN DIRT
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MOUNTED IN SOD/VEGETATION
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MOUNTED IN SIDEWALK/HARDSCAPE
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NOTE:
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ELEVATION
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%%UROADSIDE SIGN INSTALLATION
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TELSPAR POST
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CURB AND GUTTER
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MAX.
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2'-0"
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PLAN
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TRAFFIC FLOW
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MIN.
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2'-0"
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MAX.
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2'-0"
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90°
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CURB AND GUTTER
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PLAN
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MIN.
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2'-0"
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TRAFFIC FLOW
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ELEVATION
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TELSPAR POST
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PARKING 45°
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REGULATORY 90°
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NO
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ANY
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TIME
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PARKING
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7'-0" MIN.
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10'-0" MIN.
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2"
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2"
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FLANGE BRACKET
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45° FLANGE BRACKET
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PARKING SERIES SIGNS
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INSTALL PARKING SERIES SIGNS AT 45° ORIENTED TO CURB OR EDGE OF ROADWAY (DENVER STANDARD)
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USE WITH: PARKING SIGNS STREET SWEEPING SIGNS
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USE WITH: REGULATORY SIGNS WARNING SIGNS GUIDE SIGNS, NEIGHBORHOOD WATCH SIGNS, OTHER NON-PARKING SIGNS
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12"
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2'-0"
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4" SIDEWALK
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SLOPE FLOWFILL TO DRAIN
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4"
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3" MIN.
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TELESPAR SLEEVE
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NOTE:
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SIGNS: ALL SIGNS SHALL BE FABRICATED FROM ASTM TYPE XI, 4000 SERIES SIGN FACE SHEETING MATERIAL. ALL SIGNS ARE 0.080 GAUGE, 6061-T6 OR 5052-H38 ALUMINUM ALLOY, TREATED WITH ALONDINE 1200 CONVERSION COATING, 3/8 INCH DIAMETER HOLES PUNCHED, CENTERED ON TOP AND BOTTOM, HORIZONTAL AXIS WITH STANDARD 1-1/2 INCH RADIUS CORNERS. ALL IMAGING SHALL BE ACCOMPLISHED WITH A MATCH COMPONENT SYSTEM WITH ACRYLIC FILM THAT MATCHES THE WARRANTY OF THE BASE REFLECTIVE SHEETING. INKS SHALL NOT BE PERMITTED FOR IMAGING.
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2" TELSPAR TUBING SQUARE 12 GAUGE STEEL (OR APPROVED EQUAL)
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2" TELSPAR TUBING SQUARE 12 GAUGE STEEL (OR APPROVED EQUAL)
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2 " ROTORED HOLE 12" ROTORED HOLE THROUGH SIDEWALK
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MAXIMUM NUMBER OF SIGNS PER TELESPAR POST TO BE DETERMINED BY MANUFACTURE ALLOWABLE WIND LOADING.
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2"
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2"
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BANDING SADDLE
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BANDING SADDLE
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PARKING SERIES SIGNS
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STRAPPING AND CLAMP
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NOTE:
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(2) 6" GALVANIZED BOLTS
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(2) 6" GALVANIZED BOLTS
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SAND; CAP WITH 12" CONCRETE
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POSTS SHOULD BE INSTALLED TO PROVIDE 4' MINIMUM CLEAR WIDTH ALONG EXISTING SIDEWALK PATH FOR ADA COMPLIANCE.
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NOTE:
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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Scale:
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MULTIPLE SIGN POST MOUNTING DETAILS
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16.2.6
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07
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17
STOPONE WAY
STOP
ONE WAY
STOP
ONE WAY
STOPONE WAY
XXXXX
STREETNAME
XXXXX
STREETNAME
NAMEAVENUEXXXXX
NAMEAVENUEXXXXX
XXXXX
STREETNAMENAMEAVENUE
XXXXX
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ONE WAY
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ONE WAY
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1.ONE WAY AND STREET NAME SIGNS SHOULD BE INSTALLED WITH BACK TO BACK SIGN PANELS. ONE WAY AND STREET NAME SIGNS SHOULD BE INSTALLED WITH BACK TO BACK SIGN PANELS. (STOP SIGNS ARE NOT REQUIRED TO BE BACK TO BACK - SEE SHEET 16.2.10)NOT REQUIRED TO BE BACK TO BACK - SEE SHEET 16.2.10) REQUIRED TO BE BACK TO BACK - SEE SHEET 16.2.10)
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STANDARD SIGN PLACEMENT FOR STOP CONTROLLED INTERSECTIONS ALONG (EAST-WEST) ONE WAY STREETS
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STANDARD SIGN PLACEMENT FOR STOP CONTROLLED INTERSECTIONS ALONG (NORTH - SOUTH) ONE WAY STREETS
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NOTES:
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D
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ALLEY
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E
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ALLEY
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SEE NOTE 1
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B
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SEE NOTE 1
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E
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C
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F
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SEE NOTE 1
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A
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SEE NOTE 1
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A
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C
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F
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SIGN SCHEDULE
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A
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B
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ONE WAY
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ONE WAY
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SEE NOTE 1
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E
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F
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C
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D
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F
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F
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SEE NOTE 1
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SEE NOTE 1
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E
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E
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B
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B
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Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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ONE-WAY SIGN PLACEMENT DETAILS
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16.2.7
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08
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17
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STEEL, ALUMINUM OR WOOD POLE
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BOLT
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34" GALVANIZED STRAPPING
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SIGN MOUNTING SADDLE BRACKET
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1.75"
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1"
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MOUNTING DETAIL FOR ADDING SIGNS TO EXISTING UTILITY POLES
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PLAN VIEW
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SIGN
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34" GALVANIZED STRAPPING
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SIGN
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1"
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1.5"
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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TRAFFIC SIGN UTILITY POLE MOUNTING DETAIL
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16.2.8
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09
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17
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ATTACH SIGNS WITH " x 2 " BOLTS AND 516" x 2 " BOLTS AND 12" BOLTS AND NUTS (TYP 4 PLACES) USE POP RIVETS WHEN AVAILABLE TO REDUCE LIKELIHOOD OF SIGNS BEING STOLEN
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6" INSERT INTO MAIN POST SECURED WITH THRU BOLT AND NUT (1 PLACE)
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2" SQUARE TELSPAR MAIN POST (POST MAY BE EXTENDED TO INSTALL STREET NAME SIGNS)
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CONNECT ENDS TOGETHER WITH THRU RIVETS OR 10-24 x " 12" PANHEAD SCREWS w/ 2 WASHERS AND NYLON LOCK NUTS (TYP 4 PLACES)
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1- " SQUARE TELSPAR INSERT 34" SQUARE TELSPAR INSERT (OR EQUAL) USE WHEN SIGNS ARE TO BE ADDED TO AN EXISTING POST
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NOTE:
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TOP =
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- NORTH-SOUTH (STREETS) (E-W BLOCK NUMBERS)
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BOTTOM =
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- EAST-WEST (AVENUES) (N-S BLOCK NUMBERS)
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1.STREET NAME SIGN ASSEMBLIES TO BE PLACED ABOVE STOP STREET NAME SIGN ASSEMBLIES TO BE PLACED ABOVE STOP SIGNS PER FOLLOWING CRITERIA: - 1 ASSEMBLY PER LOCAL/LOCAL INTERSECTION - 2 ASSEMBLIES PER ALL OTHER STOP CONTROLLED INTERSECTIONS (LOCAL/COLLECTOR, LOCAL/ARTERIALS, ETC.)
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Scale:
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Sheet No. of
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GROUND MOUNT STREET NAME SIGN INSTALLATION DETAIL
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16.2.9
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10
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17
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6" D SERIES*
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6 OR LESS LETTERS IN STREET NAME:
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7 OR 8 LETTERS IN STREET NAME:
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6" C SERIES*
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9 OR MORE LETTERS IN STREET NAME:
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6" B SERIES*
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18"
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6"
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7 "12"
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14.4"
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13"
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6"
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4.8"
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.25" DIA HOLE
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.25" Dia Hole
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"D" SERIES
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"D" SERIES LOWER CASE
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3 "12"
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36"
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ALL SIGN PLATES SHALL BE 0.08 INCH THICK ALUMINUM WITH ROUNDED CORNERS (1.25 INCH RADIUS ON OUTSIDE CORNERS, AND .875" RADIUS ON INSIDE CORNERS. SIGN PLATES ARE TO BE PRE-DRILLED WITH .375 INCH HOLES LOCATED IN THE CENTER OF THE SIGN PLATE AND .5 INCHES FROM THE TOP AND BOTTOM EDGES (MEASURED TO CENTER OF HOLE). ALL SIGN POSTS FOR INSTALLING STREET NAME SIGNS SHALL BE MINIMUM 2.0 INCH BY 2.0 INCH SQUARE STEEL POSTS WITH PRE-DRILLED MOUNTING HOLES. ALL MOUNTING BOLTS SHALL BE ZINC OR CADMIUM PLATED. ALL STREET NAME SIGNS SHALL BE MOUNTED SO AS TO HAVE 7.0 FEET MINIMUM VERTICAL CLEARANCE ABOVE SIDEWALK GRADE AND 2.0 FEET MINIMUM LATERAL CLEARANCE FROM FACE OF CURB OR EDGE OF ROADWAY. STREET NAME SIGNS MAY BE INSTALLED ABOVE EXISTING STOP SIGNS OR ONE-WAY SIGNS ON UTILITY POLE WITH THE CONDITION THAT STREET NAME SIGN MOUNTING HEIGHT DOES NOT EXCEED 12.5 FEET ABOVE GRADE. ALL SIGN FACE SHEETING MATERIAL SHALL BE REFLECTORIZED AND AFFIXED TO ONE SIDE OF SIGN BLANK ONLY. SHEETING MATERIAL SHALL COMPLY WITH F.H.W.A. STANDARDS ESTABLISHED FOR A.S.T.M. TYPE XI SHEETING, A HIGH INTENSITY SHEETING WITH ENCAPSULATED LENS (HI-INTENSITY GRADE). ALL MANUFACTURERS STANDARDS FOR SURFACE PREPARATION, SHEETING ADHESION, AND EDGE SEALING SHALL BE MET. A MINIMUM 10-YEAR MANUFACTURERS WARRANTY FOR THE RETRO-REFLECTIVITY AND PERFORMANCE OF THE SIGN FACE SHEETING MATERIALS SHALL BE PROVIDED TO THE CITY TRAFFIC ENGINEER. THE PREFIX E AND W (FOR STREETS EAST AND WEST OF BROADWAY) AND N AND S (FOR STREETS NORTH AND SOUTH OF AND W (FOR STREETS EAST AND WEST OF BROADWAY) AND N AND S (FOR STREETS NORTH AND SOUTH OF ELLSWORTH AVENUE) SHALL BE USED ON ALL STREET NAME SIGNS. THE PREFIX SHALL BE CENTERED BETWEEN THE DENVER "D" LOGO AND THE STREET NAME. ON NUMBERED STREETS, THE SUFFIX FOLLOWING THE NUMBER SHALL BE LOWER CASE LETTERS.
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SIGNS: ALL SIGNS SHALL BE FABRICATED FROM ASTM TYPE-XI, 4000 SERIES SIGN FACE-SHEETING MATERIAL, OR APPROVED EQUIVALENT. ALL SIGNS ARE 0.080 GAUGE, 6061-T6 OR 5052-H38 ALUMINUM ALLOY, TREATED WITH ALONDINE 1200 CONVERSION COATING, INCH DIAMETER HOLES PUNCHED, CENTERED ON TOP AND BOTTOM, HORIZONTAL AXIS WITH STANDARD 1- INCH RADIUS 38 INCH DIAMETER HOLES PUNCHED, CENTERED ON TOP AND BOTTOM, HORIZONTAL AXIS WITH STANDARD 1- INCH RADIUS 12 INCH RADIUS CORNERS. ALL IMAGING SHALL BE ACCOMPLISHED WITH A MATCH COMPONENT SYSTEM WITH ACRYLIC FILM THAT MATCHES THE WARRANTY OF THE BASE REFLECTIVE SHEETING. INKS SHALL NOT BE PERMITTED FOR IMAGING. SQUARE 12 GAUGE GALVANIZED STEEL POST WITH PRE-DRILLED " HOLES; TELSPAR OR APPROVED EQUAL.38" HOLES; TELSPAR OR APPROVED EQUAL.
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1. 2.
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NOTES::
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1. 2. 3. 4. 5. 6. 7. 8. 9.
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36"
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42"
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NOTES:
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ALL TEXT SHALL UTILIZE STANDARD HIGHWAY GOTHIC FONT OR APPROVED EQUIVALENT *LETTER SERIES WILL VARY DEPENDING ON NUMBER OF LETTERS IN STREET NAME (SEE EXAMPLES BELOW) LETTER SERIES WILL VARY DEPENDING ON NUMBER OF LETTERS IN STREET NAME (SEE EXAMPLES BELOW) NOTE: STROKE WIDTH OF LETTERS SHOWN ON THIS DRAWING IS FOR ILLUSTRATIVE PURPOSES ONLY AND IS NOT INTENDED TO REPRESENT CORRECT STROKE WIDTH FOR SPECIFIED LETTER SERIES OR LETTER TO LETTER SPACING
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.5"
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3"
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"C" SERIES
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9.6"
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4.8"
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18"
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7 "12"
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36"
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.5"
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.5"
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.5"
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.375" DIA HOLE
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.375" DIA HOLE
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1.5" R
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TYP.
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6"
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"D" SERIES
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14.4"
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.5"
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18"
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.375" DIA HOLE
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.5"
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6"
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"D" SERIES LOWER CASE
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36"
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.5"
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4"
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1.5" R
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TYP.
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7 "12"
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18"
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7 "12"
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.5"
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3"
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"C" SERIES
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4.8"
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.25" Dia Hole
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4.8"
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9.6"
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3"
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"D" SERIES
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3"
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"D" SERIES
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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Scale:
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Sheet No. of
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GROUND MOUNT STREET NAME SIGN DETAIL
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16.2.10
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11
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17
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ADJACENT JURISDICTION
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CITY AND COUNTY OF DENVER
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SIGN LOCATIONS AT TWO-WAY/
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TWO-WAY INTERSECTIONS
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4 SIGNS REQUIRED
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SIGN LOCATIONS AT TWO-WAY/
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ONE-WAY INTERSECTIONS
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4 SIGNS REQUIRED
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SIGN LOCATIONS AT ONE-WAY/
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ONE-WAY INTERSECTIONS
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4 SIGNS REQUIRED
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TYPICAL USE OF LOGO
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AT CITY LIMIT INTERSECTIONS
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4 SIGNS REQUIRED
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WITHOUT
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DENVER "D"
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WITHOUT
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DENVER "D"
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WITH
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DENVER "D"
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WITH
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DENVER "D"
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LOGO
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LOGO
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LOGO
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LOGO
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%%UTYPICAL STREET NAME SIGN PLACEMENT LOCATIONS
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NOTES (CONTINUED):
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4.ALL OVERHEAD STREET NAME SIGNS SHALL BE FABRICATED USING WHITE ALL OVERHEAD STREET NAME SIGNS SHALL BE FABRICATED USING WHITE RETRO-REFLECTIVE SHEETING MATERIALS AS BACKGROUND WITH LETTERS AND BORDER FORMED BY GREEN TRANSPARENT ELECTRO-CUT FILM APPLIED OVER THE BACKGROUND MATERIAL THROUGH A PRESSURE SENSITIVE ADHESION PROCESS. THE CITY OF DENVER "D" LOGO IS TO BE MADE USING THE SAME SHEETING MATERIAL .THE LOGO MAY BE FABRICATED SEPARATELY AND THEN ADDED TO THE SIGN AS AN OVERLAY USING THE SAME ADHESION PROCESS APPROVED BY THE SHEETING MATERIAL MANUFACTURER. THE SHEETING MATERIAL AND TRANSPARENT ELECTRO-CUT FILM SHALL CONFORM TO THE FOLLOWING PRODUCT SPECIFICATIONS: A.U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION, STANDARD SPECIFICATIONS FOR TYPE XI SIGN FACE SHEETING, A VERY-HIGH INTENSITY MICRO-PRISMATIC SHEETING DESIGNED TO PROVIDE REFLECTIVE HIGH SIGN FACE RETRO-REFLECTIVITY FOR OVERHEAD SIGNS THAT ARE TO BE VIEWED BY DRIVERS AT DISTANCES OF 1000 FEET OR LESS. ELECTRO-CUT FILM USED IN CONJUNCTION WITH THE TYPE XI SHEETING MATERIAL SHALL BE ELECTRO-CUT FILM #1177C OR AN EQUIVALENT APPROVED BY THE ENGINEER. B.THE ASTM TYPE XI SHEETING MATERIAL AND TRANSPARENT ELECTRO-CUT THE ASTM TYPE XI SHEETING MATERIAL AND TRANSPARENT ELECTRO-CUT FILM USED SHALL INCLUDE A WARRANTY WHICH GUARANTEES AN EFFECTIVE FIELD PERFORMANCE LIFE OF AT LEAST 12 YEARS. 5.THE PREFIX E AND W (FOR STREETS EAST AND WEST OF BROADWAY) AND N THE PREFIX E AND W (FOR STREETS EAST AND WEST OF BROADWAY) AND N AND W (FOR STREETS EAST AND WEST OF BROADWAY) AND N AND S (FOR STREETS NORTH AND SOUTH OF ELLSWORTH AVENUE) SHALL BE USED ON ALL STREET NAME SIGNS. THE PREFIX SHALL BE CENTERED BETWEEN THE DENVER "D" LOGO AND THE STREET NAME. 6.STREET NAME SIGNS TO BE BOLTED ON TELSPAR EXTENSION WHICH CONNECTS STREET NAME SIGNS TO BE BOLTED ON TELSPAR EXTENSION WHICH CONNECTS TO MAST ARM BY USE OF ADAPTER SCREWED INTO COUPLING. SIGN SHALL BE INSTALLED LEVEL TO THE GROUND. SIGN SHALL BE FREE OF ANY HORIZONTAL OR VERTICAL DEFORMATION OR DISTORTIONS. 7.ALL STREET NAME SIGNS SHALL USE THE DENVER "D" LOGO EXCEPT AS AT ALL STREET NAME SIGNS SHALL USE THE DENVER "D" LOGO EXCEPT AS AT LEFT AT TYPICAL CITY LIMIT INTERSECTIONS OR AS APPROVED BY DENVER PUBLIC WORKS TRANSPORTATION AND MOBILITY. 8.ALL MOUNTING BOLTS FOR STREET NAME SIGNS SHALL BE ZINC OR CADMIUM ALL MOUNTING BOLTS FOR STREET NAME SIGNS SHALL BE ZINC OR CADMIUM PLATED.
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22"
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12"
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4.25"
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4.25"
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72.0", 84.0", 96.0"
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3"
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8"
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MAX 8"
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VARIES
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SEE NOTE 3
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VARIES
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REFLECTORIZED GREEN BACKGROUND
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1"
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MINIMUM LETTER
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SPACING = .75"
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SEE NOTE 5
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{
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3.25"
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3.25"
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5"
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5"
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4"
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2.0" R (TYP)
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BORDER .75" (TYP)
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12" UPPER AND LOWER CASE LETTERS (STANDARD HIGHWAY FONT)
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REFLECTORIZED WHITE LETTERS
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AND BORDER
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NOTES:
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1.USE FHWA STANDARD HIGHWAY FONT. USE FHWA STANDARD HIGHWAY FONT. 2.PLATE LENGTH MAY BE EXTENDED AS NECESSARY FOR LONGER STREET NAMES (MAXIMUM LENGTH 108")PLATE LENGTH MAY BE EXTENDED AS NECESSARY FOR LONGER STREET NAMES (MAXIMUM LENGTH 108")
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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Scale:
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Sheet No. of
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OVERHEAD STREET NAME SIGN & DETAILS
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16.2.11
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12
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17
KNOX CT
NEIGHBORHOOD
BIKEWAY
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36"
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.25" Dia Hole
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.375" Dia Hole
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.375" Dia Hole
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.25" Dia Hole
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18"
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1.5" R
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TYP.
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7" X 7" SYMBOL
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.5" (TYP.)
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.25"
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NOTES:
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1.STREET NAME TEXT SHALL BE 2.75 POINT HIGHWAY "D" FONT. STREET NAME TEXT SHALL BE 2.75 POINT HIGHWAY "D" FONT. 2.ALL OTHER TEXT SHALL BE 2.75 POINT HIGHWAY "C" FONT.ALL OTHER TEXT SHALL BE 2.75 POINT HIGHWAY "C" FONT.
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.375" (TYP.)
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Issued By:
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Comments
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Date:
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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CAD Ver.:
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Scale:
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Sheet No. of
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NEIGHBORHOOD BIKEWAY
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16.2.12
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13
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17
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BRANDING SIGN
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EXISTING CONCRETE PAVERS
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PARKING METER POST INSTALLATION WITH FLANGE
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3 " LONG x " 12" LONG x " 516" DIA ZINC PLATED CARRIAGE BOLT
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38" HOLE DRILLED 4" FROM BOTTOM OF POST
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516" HEX NUT
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FROM FACE OF CURB
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GROUND LEVEL
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EXISTING CONCRETE GUTTER
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STANDARD 2" PIPE THREAD CUT 1 " 12" FROM TOP OF POST
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SINGLE OR DOUBLE HEAD PARKING METER TO BE INSTALLED BY CITY FORCES (PARKING MANAGEMENT)
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2" DIA GALVANIZED RIGID CONDUIT
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AT BOTTOM
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PARKING METER POST INSTALLATION IN DIRT/SOD
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3" WIDE
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AT TOP
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FILL HOLE WITH READY MIX CONCRETE MEETING ASTM C387 "STANDARD SPECIFICATION FOR PACKAGED, DRY, COMBINED MATERIALS FOR MORTAR AND CONCRETE" WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. MIX PER MANUFACTURER'S INSTRUCTIONS. INSERT POST AND SECURE AS PLUMB.
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FROM FACE OF CURB
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EXISTING CONCRETE SIDEWALK
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EXISTING CONCRETE GUTTER
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STANDARD 2" PIPE THREAD CUT 1 " 12" FROM TOP OF POST
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SINGLE OR DOUBLE HEAD PARKING METER TO BE INSTALLED BY CITY FORCES (PARKING MANAGEMENT)
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2" DIA GALVANIZED RIGID CONDUIT
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3" DIA HOLE CORE DRILLED THROUGH CONCRETE SIDEWALK
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PARKING METER POST INSTALLATION IN CONCRETE
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STEEL FLANGE FOR 2" DIA. GALVANIZED RIGID CONDUIT. WARD MODEL #15B20 OR APPROVED EQUAL.
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4 - " DIA x 2" MIN 12" DIA x 2" MIN EMBEDMENT SLEEVE ANCHORS. RED HEAD MODEL # RL-12 OR APPROVED EQUAL
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STANDARD 2" PIPE THREAD CUT 1 " FROM 12" FROM BOTTOM OF POST
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62"
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30"
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3"
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24"
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38"
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4"
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FILL WITH SAND CAP WITH " GROUT12" GROUT
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30"
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38"
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52"
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14"
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38"
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EXISTING CONCRETE GUTTER
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STANDARD 2" PIPE THREAD CUT 1 " 12" FROM TOP OF POST
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2" DIA GALVANIZED RIGID CONDUIT
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SINGLE OR DOUBLE HEAD PARKING METER TO BE INSTALLED BY CITY FORCES (PARKING MANAGEMENT)
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FROM FACE OF CURB
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30"
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Issued By:
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Comments
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Date:
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Sheet Revisions
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Creation Date:
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Full Path:
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STANDARD DRAWING NO.
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Drawing File Name:
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Initials:
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Units:
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Sheet No. of
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PARKING METER POST INSTALLATION
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16.2.13
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14
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17
PARKINGNO
ANYTIME
TOW AWAY ZONE
PARKINGNO
ANYTIME
TOW AWAY ZONE
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DETAIL - TYPE 1
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1'-2"
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4"
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2 " ROTORED 12" ROTORED HOLE THROUGH SIDEWALK
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SLOPE TO DRAIN
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4" SIDEWALK
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2" TELSPAR TUBING (OR EQUAL)
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1'-6"
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0.85"
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8.25"
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TYPE III, 10' LONG HOLLOW PLASTIC BARRICADE PANEL (3 PANELS REQUIRED ) RED STRIPES ON WHITE BACKGROUND USING RETROREFLECTIVE SHEETING (FHWA TYPE 7 MINIMUM)
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MOUNTING HARDWARE
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516" DIA HEX BOLT LENGTH: 2 " TO 3 " WITH 12" TO 3 " WITH 12" WITH WITH 516" LOCKING HEX NUT AND (2) 2" DIA x " FLAT WASHERS516" FLAT WASHERS
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2" TELSPAR TUBING (OR EQUAL)
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SECTION A
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7'-0"
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8'-0"
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7'-0"
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4'-0"
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4'-0"
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1'-8"
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1'-8"
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2'-8"
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1'-0"
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1'-0"
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2'-0"
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4'-0"
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18" x 18" END OF ROADWAY MARKERS USING RED RETROREFLECTIVE SHEETING (FHWA TYPE 7, 8, OR 9)
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18" x 18" END OF ROADWAY MARKERS USING RED RETROREFLECTIVE SHEETING (FHWA TYPE 7 MINIMUM)
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ROADWAY SURFACE
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MATERIALS REQUIRED:
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(3)TYPE III, 10' LONG HOLLOW PLASTIC PANELS. TYPE III, 10' LONG HOLLOW PLASTIC PANELS. (2)18 OM4-3 (END OF ROADWAY MARKER) 18" SIDE 18 OM4-3 (END OF ROADWAY MARKER) 18" SIDE (5)2" X 2" PRE - DRILLED STEEL SIGN POST, 8'-6" LONG 2" X 2" PRE - DRILLED STEEL SIGN POST, 8'-6" LONG PLUS CONCRETE AND MOUNTING HARDWARE
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SEE DETAIL TYPE 1 FOR MOUNTING DETAIL
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SEE DETAIL TYPE 1A FOR MOUNTING DETAIL
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SEE DETAIL TYPE 1 FOR MOUNTING DETAIL
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A
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A
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ELEVATION - END OF ROADWAY TYPE III BARRICADE DETAIL
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PER MUTCD 2C.66.02 OBJECT MARKER TYPE 4
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PER MUTCD 2B.67.02 RETROREFLECTION WHITE & RED
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DETAIL - TYPE 1A
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4"
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SLOPE TO DRAIN
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2" TELSPAR TUBING (OR EQUAL)
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4" SIDEWALK
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FILL WITH SAND CAP WITH " GROUT12" GROUT
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FILL WITH SAND CAP WITH " GROUT12" GROUT
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2 " ROTORED 12" ROTORED HOLE THROUGH SIDEWALK
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4'-0"
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7'-0"
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R7-1TD
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OM4-3
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HAMMER HEAD END OF ROADWAY
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STANDARD PARKING SIGN INSTALLATION
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Comments
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Date:
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Creation Date:
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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BARRICADE DETAILS
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16.2.14
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15
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17
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3' MIN.
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4' MIN. (6' RECOMMENDED)
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3' MIN.
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5' MIN. CLEAR PEDESTRIAN AREA SEE NOTE 1
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28" MINIMUM (36" RECOMMENDED) FOR PERPENDICULAR RACK *
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24" MINIMUM (36" RECOMMENDED) FOR PARALLEL RACK *
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3' MIN.
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2' MIN. (3' RECOMMENDED)
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FACE OF CURB
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CROSSWALKS SEE SHEET 16.2.1
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OR WALL
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TREE OR LAWN/GRATE
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3' MIN.
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INDIVIDUAL RACK
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1.BASE PLATE SHALL BE MOUNTED TO CONCRETE VIA EXPANSION ANCHOR: BASE PLATE SHALL BE MOUNTED TO CONCRETE VIA EXPANSION ANCHOR: 4" X 5/8" WEDGE ANCHOR WITH TAMPER-RESISTANT SECURITY NUT, OR STAINLESS STEEL MUSHROOM HEAD 3/8" X 3" "SPIKE" #5550 AS MANUFACTURED BY RAWL OR APPROVED EQUAL EQUAL 2.RACK SHALL BE SET FIRM AND ALIGNED WITH A TOLERANCE PLUS OR MINUS 1/4" FROM PLUMB. RACK SHALL BE SET FIRM AND ALIGNED WITH A TOLERANCE PLUS OR MINUS 1/4" FROM PLUMB. 3.STEEL SHIMS SHALL BE INSTALLED PRIOR TO ANCHORING IN PLACE WHEN NEEDED.STEEL SHIMS SHALL BE INSTALLED PRIOR TO ANCHORING IN PLACE WHEN NEEDED.
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1.RACK SHALL NOT BE WELDED IN SECTIONS. RACK SHALL NOT BE WELDED IN SECTIONS. 2.BASE PLATE SHALL BE WELDED TO STEEL PIPE. BASE PLATE SHALL BE WELDED TO STEEL PIPE. 3.RACK DIMENSIONS MAY VARY BY MANUFACTURER.RACK DIMENSIONS MAY VARY BY MANUFACTURER.
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1.REMOVE APPROPRIATE BRICK PAVERS AND PAVER BEDDING MATERIAL AS NECESSARY FOR INSTALLATION. REMOVE APPROPRIATE BRICK PAVERS AND PAVER BEDDING MATERIAL AS NECESSARY FOR INSTALLATION. 2.CONSTRUCT CONCRETE SLAB (MINIMUM 4-INCH THICK) OR CONCRETE FOOTINGS (24-INCH DEEP, 12-INCH WIDE) CONSTRUCT CONCRETE SLAB (MINIMUM 4-INCH THICK) OR CONCRETE FOOTINGS (24-INCH DEEP, 12-INCH WIDE) BELOW THE BRICK PAVER BEDDING MATERIAL. CONCRETE SHALL BE CLASS A OR B. 3.BASE PLATE SHALL BE MOUNTED TO CONCRETE VIA EXPANSION ANCHOR: BASE PLATE SHALL BE MOUNTED TO CONCRETE VIA EXPANSION ANCHOR: TAPER-RESISTANT SECURITY NUT, OR STAINLESS STEEL MUSHROOM HEAD 3/8" X 3" "SPIKE" #5550 AS MANUFACTURED BY RAWL OR APPROVED EQUAL 4.RACK SHALL BE SET FIRM AND ALIGNED WITH A TOLERANCE PLUS OR MINUS 1/4" FROM PLUMB. RACK SHALL BE SET FIRM AND ALIGNED WITH A TOLERANCE PLUS OR MINUS 1/4" FROM PLUMB. 5.STEEL SHIMS SHALL BE INSTALLED PRIOR TO ANCHORING IN PLACE WHEN NEEDED. STEEL SHIMS SHALL BE INSTALLED PRIOR TO ANCHORING IN PLACE WHEN NEEDED. 6.PAVERS SHALL BE CUT TO FIT RACK POSTS. REPLACE BEDDING MATERIAL IN KIND AND REINSTALL PAVERS. PAVERS SHALL BE CUT TO FIT RACK POSTS. REPLACE BEDDING MATERIAL IN KIND AND REINSTALL PAVERS.
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3/8" BASE PLATE DETAIL
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19" MIN
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35" MAX
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30" MIN
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36" MAX
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1.5" (MIN.) O.D. X 0.145 (MIN.) WALL THICKNESS SCHEDULE 40 - STEEL PIPE
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ONE OF THE FOLLOWING: PVC COATING IN FEDERAL GREEN, THERMOPLASTIC COATING IN FEDERAL GREEN, GALVANIZED, OR STAINLESS STEEL
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3/8" x 6" DIA. BASE PLATE (MIN.) ROUND OR SQUARE (SEE BASE PLATE DETAIL)
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4" X 5/8" WEDGE ANCHOR WITH TAMPER-RESISTANT SECURITY NUT OR STAINLESS STEEL MUSHROOM HEAD, 3/8" x 3" "SPIKE" #5550 AS MANUFACTURED BY RAWL OR ACCEPTABLE ALTERNATIVE
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6"
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(MIN.)
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6" DIA.
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OR
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(MIN.)
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(MIN.)
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(TYP.)
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PROVIDE 1, .25" VENT HOLE ON THE INSIDE OF EACH UPRIGHT WHERE THE PIPE IS WELDED TO THE BASE PLATE. 2 HOLES PER RACK
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2' MIN. (3' RECOMMENDED)
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5' MIN.
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2' MIN. (3' RECOMMENDED)
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BUILDING
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EARTH
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CONC.
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NOTES:
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MOUNTING (CONCRETE):
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MOUNTING (BRICK PAVERS):
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MINIMUM SLOPE 0.5% WITHIN 5' OF RACKS
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* FOR ATTACHED SIDEWALKS ONLY
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MINIMUM SLOPE 0.5% WITHIN 5' OF RACKS
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1.RACKS SHALL NOT IMPEDE PEDESTRIAN TRAFFIC. RACKS SHALL NOT IMPEDE PEDESTRIAN TRAFFIC. 2.RACKS PREFERRED WITHIN 50' OF BUILDING ENTRANCES. RACKS PREFERRED WITHIN 50' OF BUILDING ENTRANCES. 3.PUBLIC WORKS RESERVES THE RIGHT TO ISSUE VARIANCES TO THESES PUBLIC WORKS RESERVES THE RIGHT TO ISSUE VARIANCES TO THESES STANDARDS AS APPROPRIATE. 4.INDIVIDUAL RACKS INSTALLED IN AN ARRAY MAY OR MAY NOT INDIVIDUAL RACKS INSTALLED IN AN ARRAY MAY OR MAY NOT INCLUDE A BASERAIL. 5.A MINIMUM 5' CLEARANCE SHALL BE PROVIDED ON A SIDEWALK. A MINIMUM 5' CLEARANCE SHALL BE PROVIDED ON A SIDEWALK. THE CLEAR AREA SHALL ACCOUNT FOR A TYPICAL BIKE PARKED IN THE CENTER OF THE RACK. STANDARD MEASUREMENTS FOR DETERMINING THE CLEAR AREA ARE PROVIDED HEREON FOR EACH RACK LAYOUT.
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NOTES:
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ADDITIONAL MINIMUM CLEARANCE CONSIDERATIONS
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4 FEET:
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MAIL BOX LIGHT POLE TRASH CAN CONTROLLER CABINET MANHOLE
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SIGN POLE STREET FURNITURE DRIVEWAY LOADING ZONE UTILITY METER
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RTD BUS STOP
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10 FEET:
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FIRE HYDRANT
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Comments
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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BIKE RACK DETAILS
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16.2.15
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16
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17
1
2
3
1
5
4
42
532
5 4
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BASERAIL ARRAY
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1.FIVEINVERTED U'S MAY BE INSTALLED IN ONE BASE RAIL ARRAY. FIVEINVERTED U'S MAY BE INSTALLED IN ONE BASE RAIL ARRAY. 2.THE BASERAIL ARRAY DESCRIBED IN THIS DETAIL IS INTENDED FOR BELOW THE CURB BIKE THE BASERAIL ARRAY DESCRIBED IN THIS DETAIL IS INTENDED FOR BELOW THE CURB BIKE CORRAL APPLICATIONS.
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1.BASERAIL ARRAY SHALL BE MOUNTED TO ASPHALT USING 4"x5/8" WEDGE BOLTS, SPACED BASERAIL ARRAY SHALL BE MOUNTED TO ASPHALT USING 4"x5/8" WEDGE BOLTS, SPACED EVENLY ALONG THE BASE PLATE AS NECESSARY TO SECURE.
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INVERTED U ARRAY
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BASERAIL
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3'
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6' TYP. (7' MAX.)
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2.5'
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18' MINIMUM
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2.5'
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3'
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1.3'
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2'
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INVERTED U BASERAIL ARRAY
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RECYCLED RUBBER CURB STOP OR APPROVED EQUAL
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8" WHITE THERMOPLASTIC CHANNELIZING LINE
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2'x4' WHITE THERMOPLASTIC PREFORMED BIKE SYMBOL
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MINIMUM SLOPE 0.5% WITHIN 5' OF RACKS
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FACE OF CURB
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NOTES:
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MOUNTING:
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TWO WHITE OR YELLOW, 48" TALL SURFACE MOUNTED CANDLESTICK DELINEATORS WITH TWO 3"-WIDE REFLECTIVE WHITE OR YELLOW BANDS. INSTALLATION PER MANUFACTURE'S SPECIFICATIONS.
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1.STREET CLASSIFICATION STREET CLASSIFICATION - ALLOWED ON CENTRAL BUSINESS DISTRICT DOWNTOWN STREETS. - ALLOWED ON COLLECTOR STREETS THAT ARE DESIGNATED BIKEWAYS. - ALLOWED ON LOCAL STREETS. 2.SIDEWALK WIDTH SIDEWALK WIDTH - ALLOWED BELOW THE CURB WHEN ADJACENT SIDEWALK IS LESS THAN 10 FEET WIDE OR THE INSTALLATION OF BIKE PARKING WOULD OBSTRUCT PEDESTRIAN TRAVEL (SIDEWALK WIDTH DEFINED AS BACK OF CURB TO ADJACENT BUILDING WALL).
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LOCATION SPECIFIC GUIDELINES:
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1.RTD STOP (MEASURED FROM THE RTD SIGN FLAG) RTD STOP (MEASURED FROM THE RTD SIGN FLAG) - 20 FEET AHEAD OF SIGN - 40 FEET BEHIND SIGN 2.VEHICLE ACCESS (CURB CUT, DRIVEWAY, INTERSECTION, ALLEYWAY) VEHICLE ACCESS (CURB CUT, DRIVEWAY, INTERSECTION, ALLEYWAY) - DO NOT IMPEDE SIGHT TRIANGLE 3.FIRE HYDRANT FIRE HYDRANT - 10 FEET FROM FIRE HYDRANT 4.ROW INFRASTRUCTURE = 5 FEET FROM ROW INFRASTRUCTURE = 5 FEET FROM - POLICE/FIRE CALL BOX, EMERGENCY FACILITY, TRAFFIC CONTROL CABINETS, UTILITY BOX COVERS, MANHOLE COVERS, VALVE BOX COVERS 5.CURB LANE USES = DO NOT CONFLICT CURB LANE USES = DO NOT CONFLICT - INCLUDES LOADING ZONES, CAR SHARE, VALET, ADA, OTHER PERMITTED USES
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SITE SPECIFIC GUIDELINES:
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STANDARD DRAWING NO.
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201 WEST COLFAX AVENUE DENVER, CO 80202 PHONE: (720) 913-4501 FAX: (720) 913-4544
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DEPARTMENT OF PUBLIC WORKS
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Computer File Information
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Sheet No. of
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16.2.16
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BIKE RACK BASE RAIL INSTALLATION DATA
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17
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17
