6 St - City of Greeleygreeleygov.com/docs/default-source/construction-standards/streets/... ·...
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6 St th 4000 6 St th 4000 26 Ave th 2000 26 Ave th 2000 40 Ave Ct th 2000 40 Ave Ct th 2000 Buena Vista Rd 2000 Buena Vista Rd 2000
6 St - City of Greeleygreeleygov.com/docs/default-source/construction-standards/streets/... · letter spacing may be increased or reduced according to width of lanes. 1-lane xing
NOTES: 1. HIGHWAY FONT SERIES D OR APPROVED EQUIVALENT SHALL BE USED FOR NUMERALS. 2.HIGHWAY FONT SERIES C OR APPROVED EQUIVALENT SHALL BE USED FOR LETTERING. HIGHWAY FONT SERIES C OR APPROVED EQUIVALENT SHALL BE USED FOR LETTERING. IN SOME CASES THE LETTER SERIES MAY VARY DEPENDING ON NUMBER OF LETTERS OR NUMBERS IN THE STREET NAME. 3. STROKE WIDTH OF LETTERS SHOWN ON THIS DRAWING IS FOR ILLUSTRATIVE PURPOSE ONLY AND IS NOT INTENDED TO REPRESENT CORRECT STROKE WIDTH FOR SPECIFIED LETTER SERIES OR LETTER TO LETTER SPACING.
NO OUTLET49 Ave Ctth 2300
NO OUTLET49 Ave Ctth2300
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COMBINATION STREET NAME/NO OUTLET SIGN W14-1P/D3 SPECIAL
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DETAIL NO. S-36
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DATE: JULY, 2015
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SCALE: N.T.S.
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REAR VIEW
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FRONT VIEW
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WHITE ON GREEN
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BLACK ON YELLOW
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NOTES: 1. HIGHWAY FONT SERIES D OR APPROVED EQUIVALENT SHALL BE USED FOR NUMERALS. 2.HIGHWAY FONT SERIES C OR APPROVED EQUIVALENT SHALL BE USED FOR LETTERING. HIGHWAY FONT SERIES C OR APPROVED EQUIVALENT SHALL BE USED FOR LETTERING. IN SOME CASES THE LETTER SERIES MAY VARY DEPENDING ON NUMBER OF LETTERS OR NUMBERS IN THE STREET NAME. 3. STROKE WIDTH OF LETTERS SHOWN ON THIS DRAWING IS FOR ILLUSTRATIVE PURPOSE ONLY AND IS NOT INTENDED TO REPRESENT CORRECT STROKE WIDTH FOR SPECIFIED LETTER SERIES OR LETTER TO LETTER SPACING.
th 2300
20 St Rdth2300
20 St Rd
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STREET NAME SIGN D3
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DETAIL NO. S-37
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DATE: JULY, 2015
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SCALE: N.T.S.
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REAR VIEW
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FRONT VIEW
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WHITE ON GREEN
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NOTES: 1. HIGHWAY FONT SERIES D OR APPROVED EQUIVALENT SHALL BE USED FOR NUMERALS. 2.HIGHWAY FONT SERIES C OR APPROVED EQUIVALENT SHALL BE USED FOR LETTERING. HIGHWAY FONT SERIES C OR APPROVED EQUIVALENT SHALL BE USED FOR LETTERING. IN SOME CASES THE LETTER SERIES MAY VARY DEPENDING ON NUMBER OF LETTERS OR NUMBERS IN THE STREET NAME. 3. STROKE WIDTH OF LETTERS SHOWN ON THIS DRAWING IS FOR ILLUSTRATIVE PURPOSE ONLY AND IS NOT INTENDED TO REPRESENT CORRECT STROKE WIDTH FOR SPECIFIED LETTER SERIES OR LETTER TO LETTER SPACING.
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TYPICAL PAVEMENT MARKINGS SHEET 1 OF 3
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DETAIL NO. S-38
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DATE: JULY, 2015
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%%uTYPICAL LETTER MEASUREMENTS
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H = HEIGHT H = 10'H = 8' H = 4' H = 8' H = 4' W = WIDTH W = 1'-7.3" TO 20'W = 1'-3.4" TO 1'-4" W = 7.7" TO 8" W = 1'-3.4" TO 1'-4" W = 7.7" TO 8" S = STROKE S = 4.8' TO 5'S = 3.8" TO 4" S = 1.9" TO 2"S = 3.8" TO 4" S = 1.9" TO 2"
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%%UPAVEMENT MARKING WORDS
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%%UTYPICAL LETTER SPACING
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1-LANE SCHOOL
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2-LANE SCHOOL
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2-LANE XING
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LETTER SPACING MAY BE INCREASED OR REDUCED ACCORDING TO WIDTH OF LANES
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1-LANE XING
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W = S FOR THE LETTER I ONLY
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UTILIZE 10' LETTERS WHEN MARKING ACROSS 2 TRAFFIC LANES
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UTILIZE 8' LETTERS WHEN MARKING ACROSS 1 TRAFFIC LANE
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UTILIZE 4' LETTERS WHEN MARKING ACROSS SIDEWALK OR BIKE LANE
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GENERAL GUIDELINES FOR LETTER SIZE:
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1-LANE ONLY
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WORDS SHOULD BE CENTERED WITH CONSISTENT LETTER SPACING.
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TYPICAL PAVEMENT MARKINGS SHEET 2 OF 3
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DETAIL NO. S-38
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DATE: JULY, 2015
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%%UPAVEMENT MARKING SYMBOLS
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LANE LINE
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EDGE OF PAVEMENT OR LANE LINE
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%%uLANE-REDUCTION ARROW
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STOP AND CROSSWALK BARS
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CENTER CROSSWALK BAR ON YELLOW LINES
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CENTER CROSSWALK BARS ON CURB RAMP
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YELLOW LINES
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SKIP LINES
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STOP BAR
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CROSSWALK BAR
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*WIDTH MAY VARY ACCORDING TO LANE WIDTH
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RAILROAD MARKINGS
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%%UTURN ARROW
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%%USHARKS TOOTH
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%%UHANDICAP
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%%UCOMBI-ARROW
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%%USTRAIGHT
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%%UARROW
Greeley
Bikeways
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TYPICAL PAVEMENT MARKINGS SHEET 3 OF 3
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DETAIL NO. S-38
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DATE: JULY, 2015
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%%UBICYCLE PAVEMENT MARKINGS
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BIKE RIDER FACES TOWARDS TRAFFIC
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%%UBIKE LANE
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%%USHARE THE LANE
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LEFT TURN BAY PAVEMENT MARKINGS
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DETAIL NO. S-39
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DATE: JULY, 2015
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%%UNOTE
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PAVEMENT WORK AND SYMBOL MARKINGS, TRANSVERSE AND LONGITUDINAL (CONTINENTAL) CROSSWALK LINES, AND STOP LINES WILL BE PAID FOR IN SQUARE FEET USING THEIR SPECIFIC BID ITEMS.
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%%uPAVEMENT MARKING WORDS AND SYMBOLS
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LEFT TURN BAY
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STOP BAR
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LESS THAN 100'
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SOLID WHITE LINE
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DOUBLE YELLOW CENTERLINES
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LEFT TURN BAY
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STOP BAR
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SOLID WHITE LINE
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DOUBLE YELLOW CENTERLINES
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STACKING LENGTH LESS THAN 100'
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STACKING LENGTH OVER 100'
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ROUNDABOUT SIGNAGE & PAVEMENT MARKINGS SHEET 1 OF 2
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DETAIL NO. S-40
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DATE: JULY, 2015
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%%UURBAN SINGLE-LANE ROUNDABOUT
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R1-2 SIGN (TYP. AT EACH LEG)
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R6-1R SIGN (TYP. 4 PLACES IN ISLAND)
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CROSSWALK BAR (TYP.)
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8" WIDE WHITE DASHES- 2' IN LENGTH WITH 4' GAP (TYP.)
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SHARKS TEETH (TYP. AT EACH LEG)
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ISLAND
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W2-6 SIGN (TYP. AT EACH LEG)
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W11-2 & W16-7P (TYP. AT EACH LEG)
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8" WIDE SOLID WHITE LINE (TYP. AT EACH LEG)
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ROUNDABOUT SIGNAGE & PAVEMENT MARKINGS SHEET 2 OF 2
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DETAIL NO. S-40
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DATE: JULY, 2015
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%%UURBAN DOUBLE-LANE ROUNDABOUT
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R1-2 SIGN (TYP. AT EACH LEG)
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R6-1R SIGN (TYP. 4 PLACES IN ISLAND)
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CROSSWALK BAR (TYP.)
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8" WIDE WHITE DASHES- 2' IN LENGTH WITH 4' GAP (TYP.)
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SHARKS TEETH (TYP. AT EACH LEG)
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ISLAND
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W2-6 SIGN (TYP. AT EACH LEG)
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W11-2 & W16-7P (TYP. AT EACH LEG)
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8" WIDE SOLID WHITE LINE (TYP. AT EACH LEG)
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8" WIDE SOLID WHITE LINE (TYP.)
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8" WIDE WHITE DASHES- 2' IN LENGTH WITH 4' GAP (TYP.)
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8" WIDE SOLID WHITE LINE (TYP. AT EACH LEG)
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STREET LIGHT PLACEMENT AT INTERSECTIONS
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DETAIL NO. S-41
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DATE: JULY, 2015
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INCORRECT STREET LIGHT PLACEMENT
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STREET LIGHTS SHALL BE PLACED ON THE DOWNSTREAM SIDE OF INTERSECTION, AS VIEWED BY A MOTORIST IN THE LANE BENEATH THE LUMINAIRE.
NEAR SIDEBUS STOP
MID-BLOCKBUS STOP
FAR SIDEBUS STOP
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STANDARD BUS STOP LOCATIONS
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DETAIL NO. S-42
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DATE: JULY, 2015
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BUS
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BUS
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BUS
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BUS
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NOTES; 1. A NO PARKING ZONE SHALL BE IDENTIFIED WITH TWO R7-107A SIGNS, OR BY PAINTING THE CURB RED, IF NEEDED. THE R7-107A SIGNS SHALL BE PLACED AT THE BEGINNING AND THE END OF THE NO PARKING ZONE. 2. A CONCRETE PAD SHALL BE CONSTRUCTED AT THE SIGN. THE PAD SHALL BE 20' LONG PARALLEL TO THE SIDEWALK, 11' WIDE PERPENDICULAR TO THE SIDEWALK WITH A 6" DEPTH SLAB. 3. A CONCRETE SIDEWALK SHALL BE CONSTRUCTED BETWEEN THE DETACHED WALK AND THE CURB WITH A MIN. WIDTH OF 4' AND MAX. WIDTH OF 6'.
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* IF THERE IS ON-STREET PARKING
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ON-STREET PARKING (TYP.)
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BUS STOP SIGN (TYP.)
M.P.H.
15
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TYPICAL DIAMOND SIGN INSTALLATION
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DETAIL NO. S-43
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DATE: JULY, 2015
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NOTES: 1. SIGN SHOULD BE SET AT AN ANGLE OF 90° AND VISIBLE TO APPROACHING TRAFFIC.2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS.
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SET WITH TWO TL-3806CP DRIVE RIVETS AND WITH APPROPRIATE WASHERS
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TELESPAR POST 12 GAUGE 1-3/4" X 1-3/4" X 12'
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2" TELESPAR ANCHOR (WHEN SET IN CONCRETE USE A 4" PVC PIPE)
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W1-1
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W13-1
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3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOT ALLOWED)
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TYPICAL ISLAND SIGN INSTALLATION
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DETAIL NO. S-44
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DATE: JULY, 2015
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NOTES: 1. SIGN SHOULD BE SET AT AN ANGLE OF 90° INSIDE NOSE OF ISLAND AND VISIBLE TO APPROACHING TRAFFIC. 2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS.
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SET WITH TWO TL-3806CP DRIVE RIVETS AND WITH APPROPRIATE WASHERS
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TELESPAR POST 12 GAUGE 1-3/4" X 1-3/4" X 10'
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2" TELESPAR ANCHOR (WHEN SET IN CONCRETE USE A 4" PVC PIPE)
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R4-7
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OM3-L
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3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOT ALLOWED)
PARKINGTIMEANY
NO NOFIRELANE
PARKING
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TYPICAL NO PARKING SIGN INSTALLATION
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DETAIL NO. S-45
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DATE: JULY, 2015
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NOTES: 1. SIGN SHOULD BE SET AT AN ANGLE OF NOT LESS THAN 30°. OR MORE THAN 45°, WITHTHE LINE OF TRAFFIC FLOW TO BE VISIBLE TO APPROACHING TRAFFIC. 2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS.
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SET WITH TWO TL-3806CP DRIVE RIVETS AND WITH APPROPRIATE WASHERS
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TELESPAR POST 12 GAUGE 1-3/4" X 1-3/4" X 10'
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2" TELESPAR ANCHOR (WHEN SET IN CONCRETE USE A 4" PVC PIPE)
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R7-1
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3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOT ALLOWED)
STOP
4 - WAY
STREET
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TYPICAL STOP SIGN INSTALLATION
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DETAIL NO. S-46
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DATE: JULY, 2015
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NOTES: 1. SIGN SHOULD BE SET AT AN ANGLE OF 90° AND BE VISIBLE TO APPROACHING TRAFFIC.2. ALL SIGNS SHALL MEET THE MOST CURRENT MUTCD STANDARDS.
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SET WITH TWO TL-3806CP DRIVE RIVETS AND WITH APPROPRIATE WASHERS
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TELESPAR POST 12 GAUGE 1-3/4" X 1-3/4" X 10'
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2" TELESPAR ANCHOR (WHEN SET IN CONCRETE USE A 4" PVC PIPE)
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R1-1
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3/8" CORNER BOLT WITH 5/16" NUT (RIVET ATTACHMENT NOT ALLOWED)
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R1-3
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STREET NAME SIGN PER DETAILS
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TYPICAL STREET SIGN PLACEMENT
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DETAIL NO. S-47
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DATE: JULY, 2015
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SCALE: N.T.S.
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R3-7R
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R1-1
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D3-1
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R1-1
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D3-1
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R3-2
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R6-1R
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R4-7
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OM-3L
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R1-1
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D3-1
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Median Island
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EXAMPLES
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R3-2
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R6-1R
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R4-7
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OM-3L
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(AT END OF TAPER)
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NOTE: THIS IS A GENERAL LAYOUT. SIGNS SHALL BE INSTALLED AT EXACT LOCATIONS PER PLANS AND WITH MATERIALS PER STANDARD SPECIFICATIONS..
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LEGEND: R1-1 STOP SIGN R3-2 NO LEFT TURN SYMBOL R6-1R ONE-WAY ARROW RIGHT OM-3L RIGHT BRIDGEBOARD D3-1 STREET/AVENUE SIGN R3-7R RIGHT LANE MUST TURN RIGHT R4-7 KEEP RIGHT OF ISLAND SYMBOL
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A
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B
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A
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B
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RIGHT IN/RIGHT OUT LAYOUT SHEET 1 OF 2
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DETAIL NO. S-48
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DATE: JULY, 2015
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2
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4
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5
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3
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1
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1
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A
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B
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NOTE: SEE SHEET 2 FOR NOTES, DECEL LANE TABLE AND ISLAND DETAIL.
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FLOWLINE (TYP.)
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DOUBLE YELLOW
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SEE SHEET 2 FOR ISLAND DETAIL
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CURB RAMPS (4 PLACES)
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2' PAN - SEE NOTE 3 ON SHEET 2
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8" SOLID WHITE LINE FROM THE BEGINNING OF THE TAPER TO 2' FROM CURB FACE. INSTALL ONLY IF 6' CROSS PAN IS NOT NECESSARY.
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SIDEWALK
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R3-7R R1-1 R3-5R R4-7 OM-3L R5-1 W12-1 OM1-3 CROSSWALK WITH STOP BAR CROSSWALK
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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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B
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TRANSITION SIDEWALK TO STANDARD STREET SECTION
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RIGHT IN/RIGHT OUT LAYOUT SHEET 2 OF 2
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DETAIL NO. S-48
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DATE: APRIL, 2016
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NOTES: 1. THIS IS A GENERAL LAYOUT. SIGNS SHALL BE INSTALLED AT EXACT LOCATIONS PER PLANS AND WITH MATERIALS PER STANDARD SPECIFICATIONS. 2. MEDIAN ISLAND CURB AND GUTTER TO BE CITY STANDARD 6" VERT. FACE CURB WITH REVERSE SLOPE GUTTER. THE CONTRACTOR SHALL WIDEN THE GUTTER TO 24 INCHES 24 INCHES AND CONVERT TO IN-FLOW GUTTER ALONG MAIN ROADWAY. 3. ALL RADII ARE FLOWLINE OR FACE OF CURB.
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IF CROSS PAN IS NOT NEEDED, TRANSITION FROM 12" GUTTER TO 24" GUTTER ALONG ROADWAY (TYP. BOTH ENDS)
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CURB RAMP (TYP.)
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2' PAN - SEE NOTE 3
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R=2' (TYP. 2 CORNERS)
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PAN FLOWLINE (TYP.)
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DECEL LANE LENGTH TABLE POSTED MPH MIN. LENGTH IN FT. 30 170 35/40 280 45 340 50 410 55 490 THIS TABLE LISTS THE MINIMUM LANE LENGTH, WHICH MAY NEED TO BE EXTENDED BASED ON TRAFFIC IMPACT STUDY REQUIREMENTS.
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20:1 MAX. SLOPE ON ISLAND RAMP (TYP.)
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4" PVC FOR SIGN INSTALLATION (TYP.)
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CURB FLOWLINE
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4" THICK CONCRETE SURFACE, COLOR AND STAMPED PATTERN TO BE APPROVED BY CITY.
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VERTICAL CURB HEAD- 6" WIDTH (POUR WITH SIDEWALK
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6" VERT. FACE CURB WITH REVERSE SLOPE GUTTER (S-18)
UNDER SPECIAL CONDITIONS, THESE DIMENSIONS COULD BE VARIED WITH THE LOCAL ENTITY'S APPROVAL. STALL LENGTH (ONLY) CAN BE REDUCED BY 2 FT. WHEN OVERHANGING IS PROVIDED. FOR HANDICAP SPACES, WIDTH SHALL BE 13 FT. WITH RAMP ACCESS TO WALKS.
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*
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1
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2
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A - ANGEL OF PARKING B - STALL WIDTH C - STALL LENGTH D - STALL DEPTH E - CURB LENGTH F - TOW-WAY DRIVE WIDTH OR DOUBLE LOADED DRIVE WIDTH G - ONE-WAY DRIVE WIDTH OR SINGLE LOADED DRIVE WIDTH
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F
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LEFT TURN LANE DESIGN GUIDELINES SHEET 1 OF 3
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DETAIL NO. S-50
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DATE: JULY, 2015
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NOTE: 1. Left turn lanes are required at all intersections and all-movement accesses on arterial roadways except where roundabouts are provided.
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5
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10
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15
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20
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25
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V Advancing Volume (VPH)
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500
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1000
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1500
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2000
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A
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V Opposing Volume (VPH)
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O
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Left-Turn Lane Not Warranted
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Left Turn Lane Warranted
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4-Lane Undivided Road
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NOTE: When V <400 VPH (dashed line), a Left-Turn When V <400 VPH (dashed line), a Left-Turn Lane is not normally warranted unless the advancing volume (V ) in the same direction as the Left-turning traffic exceeds 400 VPH (V >400 VPH).
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o
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200
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300
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400
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500
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600
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700
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V Advancing Volume (VPH)
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100
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200
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300
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400
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500
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A
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V Opposing Volume (VPH)
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O
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600
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700
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Left-Turn Treatment Not Warranted
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2-Lane Road
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Left Turn Treatment Warranted (40 mph)
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Left Turns in V a
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5%
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10%
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15%
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20%
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40%
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100
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200
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300
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400
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500
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600
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700
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V Advancing Volume (VPH)
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100
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200
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300
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400
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500
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A
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V Opposing Volume (VPH)
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O
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600
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700
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Left-Turn Treatment Not Warranted
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2-Lane Road
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Left Turn Treatment Warranted (50 mph)
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Left Turns in V a
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5%
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10%
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15%
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20%
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40%
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%%UVOLUME WARRANTS FOR LEFT TURN LANES
L - Length of Taper and Lane for
Deceleration and Braking (ft)
Functional Basis: To provide sufficient
length for a vehicle to decelerate and
brake entirely outside the through traffic
lanes.
Desirable Design: Deceleration in gear for
3 seconds (occurs over bay taper)
followed by comfortable braking to a
stopped position.
Minimum Design: Braking begins at 2/3 fulllane width, with minimum 50-foot storage.For low speeds only, the following valuesapply:
L - Length of Lane for Storage (Full WidthLane)
Functional Basis: To provide sufficient lengthfor a reasonable number of vehicles toqueue within the lane without affectingother lanes.
Desirable Design: Based on twice the meanarrival rate (per cycle for signals, per2-minute period for stop control) during thepeak hour of traffic.
Minimum Design: Based on the mean arrivalrate, with minimum storage for one vehicle.
NOTE: 1. Right turn lanes are required on 6-lane arterial when the right turn volume exceeds 200 vph.
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200
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400
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500
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600
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700
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Total Peak Hour Volume on Approach Leg (vph)
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Right Turns in Peak Hour (vph)
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20
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40
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60
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80
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100
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Full Width Turn Lane
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2-Lane Collectors or Arterials
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Posted Speed Limit 50mph50mph
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Posted Speed Limit 40-45mph
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Posted Speed Limit 35mph35mph
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200
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400
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600
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800
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1000
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1200
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1400
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Total Peak Hour Volume on Approach Leg (vph)
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Right Turns in Peak Hour (vph)
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20
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40
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60
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80
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100
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Full Width Turn Lane
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4-Lane Arterials
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Posted Speed Limit 50mph50mph
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Posted Speed Limit 40-45mph
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Posted Speed Limit 35mph35mph
≤
L - Length of Taper and Lane forDeceleration and Braking (ft)
Functional Basis: To provide sufficient lengthfor a vehicle to decelerate and brake entirelyoutside the through traffic lanes.
Desirable Design: Deceleration in gear for 3seconds (occurs over bay taper) followed bycomfortable braking to a stopped position or tothe design speed of the corner radius.
L - Length of lane for Storage (Full LaneWidth ) (ft)
Functional Basis: To provide sufficient lengthfor a reasonable number of vehicles toqueue within the lane without affectingother lanes.
Desirable Design: Based on twice the meanarrival rate (per cycle for signals, per2-minute period for stop control) during thepeak hour of traffic.
Minimum Design: Based upon the meanarrival rate, with minimum storage for onevehicle.
T - Bay Taper Design
Functional Basis: To direct right-turningvehicles into the turn lane.
Form of Alignment: Tangent; or reversecurves with 1/3 of the total length comprisedof a central tangent.
Desirable Design: For fully shadowed rightturn lane.
d/b
T = W S
31b
b
Minimum Design: Taper ratios of 8:1 can beused for tangent bay tapers in constrainedlocations.
Bay Taper Length = WS
3
Ld/b
T = W Sb 13
W = Width of Lane
S = Speed (mph)
1
b
s
ss
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RIGHT TURN LANE DESIGN GUIDELINES SHEET 2 OF 2
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DETAIL NO. S-51
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DATE: JULY, 2015
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SCALE: N.T.S.
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DHVL L (vph)(ft) (ft) 6050-75 50-75 61-120100 100 121-180150 150 >180200 or more 200 or more
