2026 HBP Paving Projects

GENERAL NOTES
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I. ON ROADWAY CURVES WITH A RADIUS OF 1,900 FT. OR LESS, CURBS AND GUTTERS
. - t 2'~ ARE TO BE PLACED ON THE ARC OF THE CURVE,UNLESS OTHERWISE NOTED ON
a ..A C. 6" THE PLANS. A MAXIMUM CHORD LENGTH OF 10 FT. MAY BE USED WHEN THE CURVE
. D 6" -0 RADIUS IS GREATER THAN 1,900 FT.
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l I' a . . . ! ! > > . . > * * . . . F L . * . t, ... "". J l, ,* r L I' t t , , * t,.. FL . ' . . !> t,.. !> . * . t ,.. A _ l 6 l * " 3 2 4 . . . P ( C C S R U O E R O N C B C F T I R I L O T E E Y N T E P S G E R S 1 A H B 4 D A E A L ( K L N O E D F B Y E - I C M W U C ) A R L Y U B A ) N S S L M S E A A S N Y B S D . B O G E T U H U T E T S R E E W R D S I S I E N S H S L A P IE L E L U C I B F O E IE F D L C O U C O R N A B T E T D A H N E D A T P G LA U T N H T S T E E . R F LO T W YP E L IN 2 E .
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5. GUTTER CROSS SLOPES MAY BE ADJUSTED TO FACILITATE DRAINAGE FOR PROFILE
CURB AND GUTTER TYPE 2 CURB AND GUTTER TYPE 2 "W"-VARIABTLE (SEE PLAN~) GRADES AS SHOWN ON THE PLANS.
(SECTION IB) (SECTION IIB) W/2 W/2 6. THICKNESS OF CURB AND GUTTER SECTION SHALL MATCH CONCRETE PAVEMENT
2" THICKNESS IF SHOWN ON THE PLANS.CURB AND GUTTER SHALL BE CLASS P
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(6 IN. BARRIER - 1 FT. GUTTER) (6 IN. BARRIER - 2 FT. GUTTER) '/FT. MAX. SLOPE !"/FT. MAX. CONCRETE IF PLACED MONOLITHICALLY WITH CONCRETE PAVEMENT.
6" A . * . * 7. INCREASE SIDEWALK THICKNESS TO 6 IN. AT LOCATIONS SHOWN ON THE PLANS.
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Ii:. 8. MINIMUM SIDEWALK WIDTH IS 4 FT.
2 IN. DEPTH WHEN USED AS A
CROSSPAN IN AN INTERSECTION .A. EXPANSION JOINTS SHALL BE INSTALLED WHEN ABUTTING EXISTING CONCRETE OR
FIXED STRUCTURE. EXPANSION JOINT MATERIAL SHALL BE 12 IN. THICK
4" 6"
GUTTER TYPE 2 AND SHALL EXTEND THE FULL DEPTH OF CONTACT SURFACE.
0 GUTTER CROSS SLOPES SHALL BE 12 IN./FT. WHEN DRAINING AWAY FROM CURB AND
l 1IN./FT. WHEN DRAINING TOWARD CURB (WITH EXCEPTION TO IMMEDIATELY ADJACENT
TO CURB RAMPS - SEE STAND ARD PLAN M-608-1 FOR SLOPE REQUIREMENTS).
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WHEN TIE BARS ARE REQUIRED, THE GUTTER THICKNESS SHALL BE INCREASED TO
THE PAVEMENT THICKNESS (Tl.BARS SHALL BE EPOXY-COATED #4 CONFORMING TO
AASHTO M 284 AND SPACED AT 3 FT. INTERVALS. THEY SHALL BE INSERTED
12
AND 1#2 LENGTH INTO THE GUTTER.
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CURB AND GUTTER TYPE 2 CURB AND GUTTER TYPE 2 ---------6'-7" __________,
(SECTION IM) (SECTION IIM) .
3i" 2'~ 7" 1 -4'-0"-- LEGEND
(6 IN. MOUNTABLE - 1 FT. GUTTER) (6 IN. MOUNTABLE - 2 FT. GUTTER) FL fl" . _ 2% MAXIMUM SLOPE
~ _(2_-..-}, FOR RADII
6" I * =.:'.:=+==.:!>~:=:::;:!>::::;.;:::~=~::::!>~=~!>=_:='.=~!>:-:-.-,,--~7* }511
A =1/s" TO l/4"
. .
L I B =!"
t,..J . I . SIDEWALK C=l12"
2'-3" * I 3'-91/2" ---*
D =!12" TO 2"
612"
CURB AND GUTTER TYPE 2
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(SECTION MS) CURB AND I GUTTER
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(4 IN. MOUNTABLE WITH SIDEWALK)
12" FACE OF CURB --+'"ii
PREFORMED
SEE PLANS FOR WIDTH (4' MIN.) I .A. SEE GEN. JOINT MATERIAL
I:._ NOTES
2.% MAXIMU.M SLOPE. *
. . . t,. .
.. L ~ GUTTER FL Wf2 ~'!2L~li, '__LLL--
PAN LJNEGRADE _J
~ A TOOLED JOINT IS REQUIRED WHETHER TO BE BUil T WHEN . I . TO BE BUil T WHEN
SEE PLANS FOR THE CURB AND SIDEWALK ARE POURED NOTES: I. EXPANSION JOINTS SHALL BE PLACED GUTTER (TYPE 2) GUTTER (TYPE 2)
CURB & GUTTER SEPARATELY OR MONOLITHICALLY. IN THE SIDEWALK AT INTERVALS OF IS NOT REQUIRED IS REQUIRED
TYPE NOT MORE THAN 500 FT.
CONCRETE SIDEWALK v'7I THIS AREA SHALL BE POURED MONOLITHICALLY WITH CURB AND
2. EXPANSION JOINTS MAY BE SEALED ILLJ GUTTER AND PAID FOR AS "CONCRETE PAVEMENT".
WHEN SPECIFIED ON THE PLANS.
FLOW LINE LOCATION WILL BE ESTABLISHED BY Wf2 SHOWN ON PLANS.
SIDEWALK EXPANSION JOINT
CONSTRUCTION OF CONCRETE
GUTTERS AT INTERSECTION
Com uter File Information Sheet Revisions Colorado Department of Transportation CURB, GUTTERS, STANDARD PLAN NO.
Creation Date: 07/31/19 Date: Comments
~ 2829 West Howard Place M-609-1
Designer Initials: JBK CR-X) 1-------1-------------1 COOT HO, 3rd Floor AND SIDEWALKS
Last Modification Date: 07/31/19 CH) ~ Denver, CO 80204 Standard Sheet No. 1 of 4
1-------1-------------1 ~ Phone: 303-757-9021 FAX: 303-757-9868
Detailer Initials: LT A CR-X)
--------------1 Project Development Branch JBK
CAD Ver.: MicroStation VB Scale: Not to Scale Units: English CR-X> Issued by the Project Development Branch: July 31, 2019 Project Sheet Number: