NEW YORK STATE STANDARD SHEETS

2016_1_646-16_uscADOPTED AS OF THE DATE SHOWN ON THIS COVER.
OR PROPOSAL. THIS ENTIRE SET OF 4 BOOKS IS OFFICIALLY FINALIZED AND
CONTRACT BY REFERENCE TO THE SHEET NUMBER IN THE PROJECT PLANS
NOTE: INDIVIDUAL STANDARD SHEETS IN THIS BOOK BECOME PART OF A
U.S. CUSTOMARY UNITS
JANUARY 01, 2022
SHEETS 645-01 THRU 685-01
655-08 EB 08-036 01/08/09
680-16 EB 18-041 01/01/18
TELESCOPING MANHOLE CASTING AND RING
05/01/2020
U.S. CUSTOMARY STANDARD SHEET
INDEX FOR OTHER 3 BOOKS AT THE BACK OF THIS BOOK
(THIS BOOK)
645-03 EB 09-025 01/07/10
645-05 EB 09-025 01/07/10
645-06 EB 09-025 01/07/10
663-02 EB 11-025 05/03/12WATER MAIN HORIZONTAL THRUST RESTRAINT DETAILS
663-03 EB 11-025 05/03/12WATER MAIN THRUST RESTRAINT DETAILS
663-04 EB 08-036 01/08/09WATER MAIN UTILITY CROSSING RELOCATION DETAILS
663-05 EB 08-036 01/08/09
663-06 EB 08-036 01/08/09
663-07 EB 08-036 01/08/09
WATER MAIN HYDRANT FENDER DETAILS
WATER MAIN SERVICE CONNECTION DETAILS
670-01 EB 08-036 01/08/09LAMPPOST FOUNDATIONS
670-02 EB 08-036 01/08/09LIGHT STANDARD DETAILS
680-01 01/01/18
PRECAST STANDARD RECTANGULAR PULLBOXES,
680-03 EB 11-013 01/12/12
680-04 EB 18-041 01/01/18
EB 08-036 01/08/09
655-02 EB 08-049 05/07/09
655-06 EB 08-036 01/08/09
AND EXPRESSWAYS
BARRIER DETAILS
09/01/11
649-03 EB 13-040 01/09/14CENTERLINE AUDIBLE ROADWAY DELINEATORS
SECONDARY HIGHWAY AUDIBLE ROADWAY DELINEATORS
BOOK 4 of 4
WOOD POLE DETAILS
WELDED FRAMES AND PROOF LOADED CAST STEEL OR
05/01/2020
05/01/2020
05/01/2020
(TOTAL OF 2 SHEETS)
TOURIST ORIENTED BUSINESS SIGNS (TOTAL OF 2 SHEETS)
SPECIFIC SERVICES SIGNS (TOTAL OF 2 SHEETS)
DAVIT ARM, WOOD POLE BRACKET ARM & DEEP FOUNDATIONS 670-03
655-05 EB 09-025 01/01/14
POLE MOUNTED SIGNS (LAST ERRATA ISSUED BY EB 14-025)
(LAST ERRATA ISSUED BY EB 19-041)
SNOWPLOWING MARKER DETAILS AND NOTES
DELINEATOR SNOWPLOWING MARKER AND SUPPLEMENTARY
(LAST ERRATA ISSUED BY EB 21-046)
RETICULINE GRATES
PARALLEL BAR FRAMES AND GRATES
(LAST ERRATA ISSUED BY EB 18-023)
CAST FRAMES AND CURB BOXES AND WELDED FRAMES
GRATES AND COVERS (LAST ERRATA ISSUED BY EB 14-025)
PROOF LOADED CAST STEEL OR IRON MANHOLE FRAMES,
(LAST ERRATA ISSUED BY EB 20-048)
LAST ERRATA ISSUED BY EB 18-003
STANDARD SIGN BLANK DETAILS (TOTAL OF 2 SHEET)
(LAST ERRATA ISSUED BY EB 12-026)
OTHER SIGNS (LAST ERRATA ISSUED BY EB 18-023)
SIGN PANEL DETAILS FOR GUIDE, INFORMATION, AND
ASSEMBLY (LAST ERRATA ISSUED BY EB 20-014)
BI-DIRECTIONAL BREAKAWAY BASE AND HINGE
(LAST ERRATA ISSUED BY EB 21-006)
WATER MAIN PIPE INSTALLATION DETAILS
(LAST ERRATA ISSUED BY EB 18-003)
SANITARY SEWER MAIN PIPE INSTALLATION DETAILS
(LAST ERRATA ISSUED BY EB 12-026)
(LAST ERRATA ISSUED BY EB 19-041)
TRAFFIC SIGNAL POLE FOUNDATIONS
PAVEMENT MARKING DETAILS (TOTAL OF 9 SHEETS)
680-05 DETAILS
680-06 01/08/09EB 08-036
680-12 EB 18-041 01/01/18 DETAILS
SINGLE SPAN WIRE MOUNTED SIGN INSTALLATION
INSTALLATION DETAILS
05/08/14EB 13-045 DETAILS
EB 18-041 01/01/18
DETAILS (LAST ERRATA ISSUED BY EB 19-041)
PEDESTRIAN SIGNALS AND FLASHING BEACON INSTALLATION
680-13 EB 18-041 01/01/18 DETAILS (TOTAL OF 2 SHEET)
DUAL SPAN WIRE AND MAST ARM SIGN INSTALLATION
ST AN
D AR
D S
H EE
TS (U
A C D E G H
C C C
SPACING
POST
NOTE
SEE
NOTE
SEE
SPACING
POST
POST
NOTE
SEE
9.0
7.5
6.0
5.0
4.5
3.0
8.8
7.6
6.1
11.3
12.0
10.0
8.0
6.0
6.8
12.5
10.0
15.0
13.5
12.0
20.0
17.5
16.0
12.3
18.7
20.0
HORIZONTAL Z BAR TO SIGN POST CONNECTIONS. THE HOLES SHOWN ON PANELS WITHOUT HORIZONTAL Z BARS ARE FOR PANEL TO POST CONNECTIONS.
THE TOP HOLES SHOWN ON THE HORIZONTAL Z BARS ARE FOR THE PANEL TO HORIZONTAL Z BAR CONNECTIONS. THE BOTTOM HOLES ON THE HORIZONTAL Z BARS ARE FOR THE
POSTS AND POST FOOTINGS SHALL BE INSTALLED AS SPECIFIED ON THE APPROPRIATE STANDARD SHEETS OR AS PER MANUFACTURERS INSTRUCTIONS.
THE REFLECTIVE SHEETING ON THE SIGN FACE.
WHERE 730-05.02 REFLECTIVE SHEETING (CLASS B) OR TYPE IX IS REQUIRED, NYLON OR PLASTIC WASHERS SHALL BE INSTALLED BETWEEN FASTENER BOLT HEADS (OR NUTS) AND
730-23 FIBERGLASS REINFORCED PLASTIC SIGN PANELS
730-22 STIFFENERS, OVERHEAD BRACKETS AND MISCELLANEOUS HARDWARE
730-01 ALUMINUM SIGN PANELS
MATERIALS ARE PER SUBSECTIONS:
ARE GROUPED IN SIGN ASSEMBLIES OR WHERE ADDITIONAL POSTS ARE REQUIRED DUE TO POST CAPACITY LIMITATIONS.
POST AND HORIZONTAL Z BAR ARRANGEMENTS ARE SHOWN FOR COMMON BLANKS. THESE ARRANGEMENTS MAY BE ADJUSTED AS NECESSARY WHERE A NUMBER OF SIGN BLANKS
HOLES AT 1" CENTERS ALONG THE ENTIRE LENGTH.dALUMINUM Z BARS WEIGHING ONE POUND PER FOOT AND MEASURING Z 2…" X 1‚" X ‰" MAY BE PREPUNCHED WITH Š"
LOCATED AT THE END OF HORIZONTAL Z BAR, THE HORIZONTAL Z BAR SHALL EXTEND BEYOND THE SIDE OF THE POST A MINIMUM OF ONE •" AND A MAXIMUM OF 2".
THE HORIZONTAL Z BAR LENGTH SHALL BE A MINIMUM OF 1" LONGER THAN THE CENTER TO CENTER DISTANCE BETWEEN EXTREME MOUNTING HOLES. WHERE POSTS ARE
ADDITIONAL SIGN BLANK DIMENSIONS ARE GIVEN IN "STANDARD HIGHWAY SIGNS", FEDERAL HIGHWAY ADMINISTRATION.
SIGN PANELS WIDER THAN SHOWN SHALL BE FABRICATED AS SHOWN ON THE CURRENT "LARGE GUIDE SIGNS" STANDARD SHEET.
INTERMEDIATE SIZE SIGN BLANKS THAT ARE NOT SHOWN, SHALL BE FABRICATED SIMILAR TO THE CLOSEST SHOWN SIZE.
THE "PAYMENT AREA", WHICH INCLUDES FABRICATION WASTAGE, SHALL BE USED ONLY FOR DETERMINING PAYMENT FOR NON-RECTANGULAR SIGN BLANKS.
THESE PANELS USE THE "C" DIMENSION TWICE FOR EITHER MOUNTING HOLES OR HORIZONTAL Z BARS.
SIGN BLANKS SHALL BE 10 GAUGE THICK ALUMINUM. FIBERGLASS REINFORCED PLASTIC MAY BE USED FOR SIGN PANELS UP TO 48" X 48".
B
B
18"
18"
18"
18"
18"
18"
12"
12"
12"
12"
12"
12"
12"
9"
8"
6"
18"
18"
12"
12"
12"
18"
12"
2
2
2
2
2
2
2
2
60"
54"
48"
36"
30"
24"
60"
54"
48"
36"
30"
24"
18"
12"
16"
12"
12"
6"
9"
8"
6"
18"
12"
24"
24"
18"
14"
24"
18"
24"
24"
18"
14"
24"
18"
12"
6"
10"
6"
6"
4"
4"
4"
4"
12"
8"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
7.5
6.8
6.0
4.5
3.8
3.0
5.0
4.5
4.0
3.0
2.5
2.0
1.5
0.8
0.9
0.5
1.5
0.8
0.8
0.7
0.5
2.3
1.0
30"
24"
30"
24"
24"
30"
30"
30"
30"
30"
24"
24"
24"
24"
24"
21"
20"
30"
24"
21"
42"
54"
36"
36"
30"
24"
21"
18"
15"
10"
18"
15"
12"
8"
6"
15"
18"
30"
24"
21"
18"
24"
24"
24"
22"
18"
15"
12"
9"
6"
12"
9"
6"
4"
3"
9"
12"
24"
18"
15"
24"
18"
24"
18"
18"
24"
24"
24"
24"
24"
18"
18"
18"
18"
18"
15"
15"
24"
18"
15"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
1•"
8.8
9.0
7.5
6.0
5.0
5.0
4.4
3.8
3.1
2.1
3.0
2.5
2.0
1.3
1.0
2.2
2.5
6.3
4.0
3.1
2
2
6"
(DESIGN)
2 5 - J
2
= r f o o t e
6 4 5 - 0 1 0 1 _ 0 1 0 7 1 0 _ e 1 .d
g n
13.0
7.3
5.2
9.9
5.6
3.9
19.8
11.1
7.9
C
C
C
C
D
C
C
C
D
D
SPACING
POST
SPACING
POST
SPACING
POST
C
C
C
C
F
E
C
C
A C D E H A B C D E F
E E E
POST
POST
POST
POST
(DESIGN)
(DESIGN)
U.S. CUSTOMARY STANDARD SHEET
ISSUED WITH EB 18-003 ERRATA 1
ST AN
D AR
D S
H EE
TS (U
HINGE ASSEMBLIES
BREAKAWAY BASES
ON TYPE B POSTS
TYPICAL ROUTE MARKER ASSEMBLIES
ROUTE MARKERS
2 "
2 "
2 "
6 "
2 "
2 "
6 "
USED WHERE THERE ARE
ONE STIFFENER MAY BE
6"
6"
2 "
2 "
6 "
6"
4
= r f o o t e
6 4 5 - 0 2 _ 0 1 0 1 2 0 .d
g n
NOTES ON STANDARD SHEET TITLED "SIGN BLANK DETAILS" ALSO
HIGH-CAPACITY SIGN POSTS ALLOWED IN A 7 FT WHEEL PATH IS 2.
SIGN POSTS ALLOWED IS 3 AND THE MAXIMUM NUMBER OF TYPE A
WHEEL PATH IS 3. THE MAXIMUM NUMBER OF TYPE A HIGH-CAPACITY
THE MAXIMUM NUMBER OF TYPE A SIGN POSTS ALLOWED IN A 7 FT
THE MAXIMUM NUMBER OF TYPE A SIGN POSTS ALLOWED IS 4 AND
UNLESS NOTED OTHERWISE
THE SAME SIZE/CAPACITY ON A MULTI-POST INSTALLATION.
CLEAR SPACING BETWEEN THE POSTS. ALL POSTS HAVE TO BE OF
A MULTI-POST INSTALLATION CANNOT BE MORE THAN HALF THE
NOTED OTHERWISE. OVERHANG/CANTILEVER ON THE BOTH SIDES OF
THE POST SPACINGS ON STANDARD SHEET 645-10 APPLY UNLESS
POST IS ALLOWED.
FACE IS HIGH, THEN ONLY ONE TYPE A OR TYPE A HIGH-CAPACITY
WHEN THE PROBABILITY OF A VEHICLE STRIKING PARALLEL TO SIGN
ARE MOUNTED SIDE BY SIDE, THE STIFFENER SHALL BE CONTINUOUS.
STANDARD SHEET TITLED "SIGN BLANK DETAILS". WHERE GROUPS
CONNECTION DETAILS AND SPACING SHALL BE AS SHOWN ON THE
PANEL DIMENSIONS, STIFFENER DIMENSIONS, PANEL TO STIFFENER
APPROVED MATERIALS DETAILS.
SHALL BE AS SHOWN ON THE APPROPRIATE POST STANDARD SHEET OR
APPROVED MATERIALS DETAILS. POST INSTALLATION DETAILS
HEIGHT TABLES ON THE APPROPRIATE POST STANDARD SHEET OR
POST SIZE SHALL BE BASED ON THE SIGN AREA AND MOUNTING
LIMITATIONS OF THE POSTS.
USED SUBJECT TO THE SIGN AREA AND MOUNTING HEIGHT
TYPE B OR TYPE A HIGH-CAPACITY POSTS. TYPE A POSTS MAY BE
THE STANDARD POSTS FOR 36" AND 48" SERIES ROUTE MARKERS ARE
CAPACITY OF TYPE A POSTS.
WHERE SIGN ASSEMBLY AREA AND MOUNTING HEIGHT EXCEED THE
POSTS. TYPE B OR TYPE A HIGH-CAPACITY POSTS SHALL BE USED
THE STANDARD POSTS FOR 24" SERIES ROUTE MARKERS ARE TYPE A
SUPPLEMENTARY PANELS ASSOCIATED WITH A ROUTE.
MAINTAINED AS SHOWN. A GROUP IS THOSE PANELS AND
THE VERTICAL AND HORIZONTAL SPACING BETWEEN GROUPS SHALL BE
SHOWN ON THE PLANS.
CONTRACTOR AS GUIDES IN INSTALLING THE SIGN ARRANGEMENT
THESE DETAILS ARE TYPICAL ONLY AND ARE TO BE USED BY THE
NOTES:
NARROW MEDIAN SECTION
2’-0" (TYP.)
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
THESE DETAILS ARE TYPICAL ONLY AND ARE TO BE USED BY THE
CONTRACTOR AS GUIDES IN INSTALLING THE SIGN ARRANGEMENTS
SHOWN ON THE PLANS.
THE POST TYPE (TYPE A WITH OR WITHOUT SOIL PLATES OR EXTRA
EMBEDMENT, HIGH CAPACITY TYPE A OR TYPE B) AND SIZE SHALL
BE BASED ON THE SIGN AREA AND MOUNTING HEIGHT AS FOUND ON
THE CURRENT MATERIALS DETAILS OR STANDARD SHEETS.
POSTS SHALL BE ERECTED AS SHOWN ON THE CURRENT MATERIALS
DETAILS OR STANDARD SHEETS. POSTS SHOULD NOT BE ERECTED
IN OR STRADDLING THE DITCH LINE.
HORIZONTAL Z BAR DIMENSIONS AND SPACING SHALL BE AS SHOWN
ON THE CURRENT "SIGN BLANK DETAILS" STANDARD SHEETS.
PANEL TO HORIZONTAL Z BAR CONNECTION DETAILS SHALL BE AS
SHOWN ON THE CURRENT "SIGN PANEL DETAILS FOR INFO, GUIDE,
AND OTHER SIGNS" STANDARD SHEET.
SIGN ASSEMBLIES HAVING SIGN PANELS MOUNTED SIDE-BY-SIDE
SHALL HAVE CONTINUOUS HORIZONTAL Z BARS.
SIGNS WIDER THAN 30" SHALL USE TWO OR MORE POSTS.
THE VERTICAL SPACING BETWEEN PANELS SHALL BE
AS SHOWN (2" MAX.).
THE VERTICAL DISTANCE TO THE BOTTOM OF THE SIGN SHALL BE
DETERMINED AS FOLLOWS:
A.
B.
C.
THE LATERAL CLEARANCE TO THE EDGE OF THE SIGN SHALL BE
DETERMINED AS FOLLOWS:
THE SIGN.
HEIGHT (ABOVE NEAR EDGE OF TRAVEL LANE OR ABOVE TOP OF CURB)
- 7’ (6’ WITH SUPPLEMENTARY PANEL) ON CONVENTIONAL
HIGHWAYS AND EXPRESSWAYS WHERE PARKED VEHICLES OR
PEDESTRIAN ARE PRESENT.
OR PEDESTRIANS ARE PRESENT.
LATERAL CLEARANCE IS REQUIRED FOR LARGE GUIDE SIGNS).
- 7’ ON FREEWAYS FOR REGULATORY, WARNING AND SMALL
GUIDE SIGNS.
NOT RAMPS).
WHERE THERE ARE PHYSICAL LIMITATIONS OR VISIBILITY CONSIDERATIONS,
THE SIGNS SHALL BE LOCATED AS ORDERED BY THE ENGINEER-IN-CHARGE.
SHOULDER WIDTH OF LESS THAN 6’, 12’ MINIMUM FROM THE EDGE
OF TRAVEL LANE.
SHOULDER WIDTH OF 6’ OR GREATER, 6’ MINIMUM FROM THE EDGE
OF SHOULDER.
CURBED SECTIONS, 2’ TYP. FROM THE FACE OF CURB.
BICYCLE PATHS, 3’ MINIMUM FROM THE EDGE OF PATH (6’ MAX).
TYPE B OBJECT MARKERS SHOULD BE PLACED WITH THE NEAR EDGE
OF THE MARKER IN LINE WITH THE EDGE OF THE OBSTRUCTION
CLOSEST TO TRAFFIC.
THE SIGNS SHALL BE LOCATED AS ORDERED BY THE ENGINEER-IN-CHARGE.
SEE STANDARD SHEET TITLED "POSITIONING OF TRAFFIC SIGNS
(SHEET 2 OF 2)" WHEN GUIDE RAIL IS PRESENT.
0 9 - O
0 :4
6 4
5 - 0
3 0
(DESIGN)
ST AN
D AR
D S
H EE
TS (U
D IR
E C
T IO
N O
F T
R A
V E
PAVEMENT MARKINGS SHALL BE AS SHOWN IN THE CURRENT M.U.T.C.D.
AND STANDARD SHEETS
CABLE (POST 16’-0" O.C.)
CABLE (POST 12’-0" O.C.)
CABLE (POST 8’-0" O.C.)
CORRUGATED BEAM (POST 12’-6" O.C.)
CABLE (POST 4’-0" O.C.)
CORRUGATED BEAM (POST 6’-3" O.C.)
CORRUGATED BEAM (POST 4’-2" O.C.)
6" X 6" BOX BEAM (POST 6’-0" O.C.)
HEAVY POST BLOCKED OUT CORRUGATED (POST 6’-3" O.C.)
6" X 6" BOX BEAM (POST 3’-0" O.C.)
HEAVY POST BLOCKED OUT CORRUGATED (POST 3’-1" O.C.)
(SEE TABLE BELOW)
DISTANCE
NOTE: ALL BACK TO BACK SIGNS SHALL BE MOUNTED AS
SHOWN, INCLUDING STREET NAME SIGNS.
NOTE: IN ADDITION TO MEETING THE OFFSET REQUIREMENTS ON STANDARD SHEET TITLED
"POSITIONING OF TRAFFIC SIGNS (SHEET 1 OF 2)" THE POST SHALL BE OFFSET FROM
THE FACE OF THE GUIDE RAIL BY THE AMOUNT SHOWN IN THE TABLE ABOVE.
0 9 - O
0 :4
6 4
5 - 0
3 0
(DESIGN)
ST AN
D AR
D S
H EE
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DETAIL "A"
DETAIL "B"
ALUMINUM 6061-T6
TWO OR
THREE POST
ALUMINUM 6061-T6
INSTALLATION
POSITION
POSITION
POSITION
2
3
4
POSITION
1
1 PANEL SIGN 2 PANEL SIGN 3 PANEL SIGN 4 PANEL SIGN
NOTE: SINGLE POST INSTALLATIONS SHALL USE
TWO "d BOLTS TO CONNECT HORIZONTAL
Z MEMBERS TO POST.
1 "
14.
NOTES:
THIS SIGN ASSEMBLY MAY CONTAIN FROM ONE TO FOUR BUSINESS PANELS.
THE NUMBER OF PANELS IS VARIED BY THE USE OF DETACHABLE BACKGROUND AND
HEADING PANELS AND DIFFERENT MOUNTING ARRANGEMENTS. THE SIGN IS
DESIGNED SO THAT PANELS MAY BE ADDED OR DELETED AT A LATER TIME.
DIFFERENT HEADING AND BACKGROUND PANELS ARE USED DEPENDING UPON THE
PURPOSE OF THE SIGN ASSEMBLY. THE HEADING AND BACKGROUND PANEL
ARRANGEMENT USED SHALL BE SHOWN ON THE PLANS.
BUSINESS PANELS ARE FURNISHED TO THE DEPARTMENT BY THE BUSINESS.
BUSINESS PANELS WILL BE FURNISHED TO THE CONTRACTOR FOR INSTALLATION AS
SHOWN ON THE PLANS. IN THE EVENT A BUSINESS PANEL IS NOT AVAILABLE FOR
INSTALLATION, THE CONTRACTOR SHALL COVER THE BACKGROUND PANEL WITH
OPAQUE MATERIAL.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ARRANGE WITH THE ENGINEER
FOR DELIVERY OF THE BUSINESS PANELS TO THE CONTRACTOR TO MEET THE CONTRACT
SCHEDULE.
AS FOLLOWS:
A. ONE PANEL - MOUNT AT POSITION 3 USING HORIZONTAL BARS TO GROUND
MOUNTED POST AS SHOWN. HEADING PANEL AS SHOWN ON THE PLANS.
B. TWO PANELS - MOUNT AT POSITIONS 3 AND 4 USING HORIZONTAL BARS TO
GROUND MOUNTED POST AS SHOWN. HEADING PANEL AS SHOWN ON THE PLANS.
C. THREE PANELS - MOUNT AT POSITIONS 1, 2, AND 3. MOUNT PANEL "3" DIRECTLY
TO GROUND MOUNTED POST USING HORIZONTAL BARS. ATTACH VERTICAL BARS
TO HORIZONTAL BARS USED TO ATTACH PANEL "3" TO POSTS. MOUNT HEADING
PANEL & PANELS "1" & "2" TO VERTICAL BARS AS SHOWN. HEADING PANEL AS
SHOWN ON THE PLANS.
D. FOUR PANELS - MOUNT AS SHOWN WITH PANELS "3" AND "4" ATTACHED TO THE
GROUND MOUNTED POST WITH HORIZONTAL BARS AND PANELS "1" AND "2"
ATTACHED TO THE VERTICAL BARS AS SHOWN. HEADING PANEL AS SHOWN ON THE PLANS.
BACKGROUND PANELS MAY BE ADDED TO OR DELETED FROM THE SIGN ASSEMBLY AS REQUIRED.
THESE ADDITIONS OR DELETIONS SHOULD BE IN ACCORDANCE WITH THE CONFIGURATIONS
GIVEN IN NOTE 6. VERTICAL BARS FOR SUPPORTING PANELS "1" AND "2" SHALL NOT BE
ATTACHED UNLESS THREE OR MORE PANELS ARE TO BE INSTALLED.
BUSINESS PANELS SHALL BE FASTENED DIRECTLY TO THE BACKGROUND PANEL
SHOWING THE APPROPRIATE ARROWHEAD ON DIRECTIONAL PANELS.
SIGN MOUNTING HEIGHT
HEIGHT IS THE VERTICAL DISTANCE BETWEEN THE NEAREST EDGE OF PAVEMENT
AND THE BOTTOM OF SIGN.
A. HEIGHT OF 2 AND 4 PANEL SIGNS: SEE TABLE A ON STANDARD SHEET TITLED
"POSITIONING OF TRAFFIC SIGNS".
B. HEIGHT OF 1 AND 3 PANEL SIGNS SHALL BE 18" GREATER THAN
SPECIFIED IN "A".
SIGN LATERAL PLACEMENT: SEE TABLE B ON STANDARD SHEET TITLED
"POSITIONING OF TRAFFIC SIGNS".
POSTS AND POST FOOTINGS SHALL BE INSTALLED AS SPECIFIED ON THE APPROPRIATE
STANDARD SHEET FOR TRAFFIC SIGN POSTS. OR CURRENT, MATERIALS DETAILS.
ALL FASTENERS SHALL BE STAINLESS STEEL OR ALUMINUM.
SIGN PANEL DIMENSIONS UP TO 2% LARGER THAN SHOWN ON THIS DRAWING ARE
ALSO ACCEPTABLE.
0 9 - O
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= j t u r l e y
6 4 5 - 0 5 0 1 _ 0 1 0 7 1 0 .d
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(DESIGN)
ST AN
D AR
D S
H EE
TS (U
(SEE NOTE 2G)
BUSINESS PANEL
BACKGROUND PANELS
HEADING PANEL
BUSINESS PANEL
ARROW DETAIL*
3.
A.
B.
C.
D.
E.
4.
5.
" WHITE BORDER
(REVERSE FOR HALF LEFT)*
FIT WITHIN ARROW.
"d ALL HOLES
HOLES FOR JOINING BACKGROUND AND HEADING PANELS TOGETHER
AND ATTACHING TO HORIZONTAL BARS SHALL BE MADE IN THE SHOP.
HOLES FOR ATTACHING BUSINESS AND ARROW PANELS MAY BE MADE
IN THE FIELD.
SIGN PANEL DIMENSIONS UP TO 2% LARGER THAN SHOWN ON THIS
DRAWING ARE ALSO ACCEPTABLE.
PANELS WITH LEGEND SHALL BE FABRICATED WITH THE LEGEND
AS SHOWN ON THE PLANS.
PANELS SHALL BE FULLY REFLECTIVE. REFLECTIVE SHEETING FOR
BACKGROUND AND CHARACTERS SHALL BE TYPE 1 CLASS "A"
PANELS MAY BE FABRICATED USING BLUE REFLECTIVE SHEETING
AND DIRECTLY APPLIED WHITE BORDER AND CHARACTERS OR BY
THE SILK SCREENING PROCESS.
BACKGROUND PANELS ARE EITHER WITH OR WITHOUT DIRECTIONAL
ARROWS.
PANELS SHALL BE FULLY REFLECTIVE. REFLECTIVE SHEETING FOR
BACKGROUND AND CHARACTERS SHALL BE TYPE 1 CLASS "A" AS SPECIFIED IN
"NYSDOT STANDARD SPECIFICATIONS - CONSTRUCTION AND MATERIALS."
PANELS MAY BE FABRICATED USING BLUE REFLECTIVE SHEETING
AND DIRECTLY APPLIED WHITE BORDER AND ARROWS OR BY USING
THE SILK SCREENING PROCESS.
SHALL BE CENTERED AS SHOWN.
ON DIRECTIONAL BACKGROUND PANELS, THE BUSINESS PANEL SHALL
BE ATTACHED EITHER ON THE LEFT OR THE RIGHT TO SHOW THE
APPROPRIATE DIRECTIONAL ARROW SPECIFIED ON THE PLANS.
MILEAGE NUMERALS MAY BE EITHER DIRECTLY APPLIED REFLECTIVE
SHEETING OR SILK SCREENED.
WITH THE BUSINESS PANEL INTENDED TO COVER THE UNUSED
ARROWHEAD. THE CONTRACTOR MAY ALSO ELECT TO FABRICATE THE
PANEL WITH ONLY ONE ARROWHEAD OF THE TYPE SHOWN ON THE
PLANS OR USE DETACHABLE ARROW PANELS.
THE HALF RIGHT/LEFT AND VERTICAL ARROW PANELS, WHEN USED,
SHALL BE ATTACHED OVER OR IN PLACE OF STANDARD ARROW.
PANELS SHALL BE FABRICATED FROM 10 GAUGE ALUMINUM ALLOY.
BUSINESS PANELS WILL BE FURNISHED TO THE DEPARTMENT BY
THE BUSINESS CONCERNED.
FOR INSTALLATION. IN THE EVENT A PANEL IS NOT AVAILABLE
FOR INSTALLATION, THE CONTRACTOR SHALL COVER THE BACKGROUND
PANEL WITH OPAQUE MATERIAL.
ARRANGE WITH THE ENGINEER FOR THE DELIVERY OF THE BUSINESS
PANELS TO THE CONTRACTOR IN ORDER TO MEET THE CONTRACT
SCHEDULE.
0 9 - O
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= j t u r l e y
6 4 5 - 0 5 0 2 _ 0 1 0 7 1 0 .d
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(DESIGN)
ST AN
D AR
D S
H EE
TS (U
Ja nu
ar y
01 , 2
02 2
ONE PANEL - MOUNT AT POSITION 3 USING HORIZONTAL BARS TO THE POSTS AS
SHOWN. MOUNTING HEIGHT AS IN NOTE 6. HEADING PANEL AS SHOWN ON THE PLANS.
TWO PANELS - MOUNT AT POSITIONS 3 AND 4 USING HORIZONTAL BARS TO THE
POSTS AS SHOWN. MOUNTING HEIGHT AS IN NOTE 6. HEADING PANEL AS SHOWN ON
THE PLANS.
THREE PANELS - MOUNT AT POSITIONS 1, 2 AND 3. MOUNT PANEL 3 TO THE POSTS
USING HORIZONTAL BARS. ATTACH VERTICAL BARS TO THE HORIZONTAL BARS
ATTACHING PANEL 3 TO THE POSTS. MOUNT HEADING PANEL AND PANELS 1 AND 2
TO THE VERTICAL BARS USING HORIZONTAL BARS. MOUNTING HEIGHT OF PANEL 3 AS
IN NOTE 6.
FOUR PANELS - MOUNT AS SHOWN WITH PANELS 3 AND 4 ATTACHED TO THE POSTS
AND 1 AND 2 ATTACHED TO THE VERTICAL BARS.
BACK AND SIDE VIEW SHOWING ASSEMBLY DETAILS FOR
BOTH INTERMEDIATE AND LARGE SIZE SIGNS
INTERMEDIATE SIZE
SIGN ASSEMBLY
POST
1
1
2
3
4
2
3
4
1 ’ - 2 "
ALUMINUM 6061-T6
ALUMINUM 6061-T6
SEE NOTE 5
WHERE FEASIBLE, THE NEAR EDGE OF THE SIGN SHALL BE IN ACCORDANCE WITH
STANDARD SHEET TITLED "POSITIONING OF TRAFFIC SIGNS".
IN URBAN DISTRICTS WHERE THERE ARE CURBS AND SIDEWALKS, THE DISTANCE FROM
THE FACE OF THE CURB MAY BE REDUCED TO 1’-0" MINIMUM.
WHERE SIGNS ARE INSTALLED IN A SERIES THEY SHALL BE INSTALLED AT THE SAME
LATERAL CLEARANCE WHERE FEASIBLE.
SIGN PANEL DIMENSIONS UP TO 2% LARGER THAN SHOWN ON THIS DRAWING ARE ALSO
ACCEPTABLE.
1 PANEL SIGN 2 PANEL SIGN 3 PANEL SIGN 4 PANEL SIGN
Z 2" X 1" X "
ALUMINUM 6061-T6
ALUMINUM 6061-T6
2 "
BUSINESS
PANEL
HEIGHT OF 2 AND 4 PANEL SIGNS SHALL BE IN ACCORDANCE WITH STANDARD SHEET
TITLED "POSITIONING OF TRAFFIC SIGNS".
HEIGHT OF 1 AND 3 PANEL SIGNS SHALL BE 2’-3" HIGHER FOR INTERMEDIATE
SIZE SIGNS AND 2’-9" HIGHER FOR LARGE SIZE SIGNS THAN SPECIFIED IN "A".
TWO AND FOUR PANEL SIGN ASSEMBLIES SHALL HAVE A MINIMUM 6’-0" CLEARANCE BETWEEN
THE GROUND AND THE LOWEST PART OF THE SIGN. ONE AND THREE PANEL SIGN ASSEMBLIES
SHALL HAVE A MINIMUM GROUND CLEARANCE OF 8’-3" FOR INTERMEDIATE SIZE SIGNS, AND
8’-9" FOR LARGE SIZE SIGNS. IN THE EVENT THAT THE SIGN IS LOCATED ON A BACK
SLOPE SUFFICIENT IN HEIGHT AND DISTANCE ABOVE THE PAVEMENT THAT VEHICLE IMPACT
IS UNLIKELY, THE GROUND CLEARANCE MAY BE REDUCED AS DIRECTED BY THE ENGINEER.
THESE SIGN ASSEMBLIES CONTAIN FROM ONE TO FOUR BACKGROUND PANELS AND A
HEADING PANEL AS SPECIFIED ON THE PLANS.
BUSINESS PANELS ARE ARRANGED AS SPECIFIED ON THE PLANS.
INSTRUCTIONS FOR MOUNTING DIFFERENT NUMBERS OF BACKGROUND PANELS ARE
AS FOLLOWS:
A.
B.
C.
D.
BACKGROUND PANELS MAY BE ADDED TO OR DELETED FROM THE SIGN ASSEMBLY AS
REQUIRED. THESE ADDITIONS AND DELETIONS SHOULD BE IN ACCORDANCE WITH THE
CONFIGURATIONS GIVEN IN NOTE 3. VERTICAL BARS FOR SUPPORTING PANELS 1 AND 2
SHALL NOT BE ATTACHED UNLESS 3 OR MORE PANELS ARE INSTALLED.
POSTS SHALL BE BREAKAWAY, EXCEPT THAT THOSE LOCATED BEYOND THE DEFLECTION DISTANCE
OF ANY ADJACENT GUIDE RAIL NEED NOT HAVE BREAKAWAY BASES. POST SIZE SHALL BE BASED ON
A FOUR PANEL SIGN ASSEMBLY. POSTS, BREAKAWAY BASES AND FOOTINGS SHALL BE AS SPECIFIED ON
THE STANDARD SHEET ON TYPICAL GUIDE SIGNS. OR CURRENT MATERIALS DETAIL.
SIGN MOUNTING HEIGHT:
5’-0"
Z 2" X 1" X " OR Z 3" X 2" X "
ALUMINUM 6061-T6
0 9 - O
0 :4
6 4
5 - 0
6 0
(DESIGN)
ST AN
D AR
D S
H EE
TS (U
(REVERSE FOR HALF LEFT)*
BACKGROUND PANEL
HEADING PANEL
INTERMEDIATE SIZE
2 "
5 "
6 "
4 "
4 "
4 "
1" 1’-5" 1’-5" 1’-5" 1"
11" 1’-4" 1’-4" 11"
4’-6"
5’-0"
1 ’ - 3 "
1 ’ - 6 "
1 "
"
"

"
"
"
"
"
"
IF NECESSARY, TO FIT WITHIN ARROW.
7"
FOR TOURIST ORIENTED BUSINESS SIGNS. THE PANELS REQUIRED
WILL BE SPECIFIED ON THE PLANS.
BUSINESS PANELS:
DEPARTMENT BY THE BUSINESS CONCERNED.
B. THE DEPARTMENT WILL SUPPLY THE PANELS TO THE
CONTRACTOR FOR INSTALLATION. IN THE EVENT A PANEL IS
NOT AVAILABLE FOR INSTALLATION, THE CONTRACTOR SHALL
COVER THE BACKGROUND PANEL WITH OPAQUE MATERIAL.
C. THE CONTRACTOR SHALL ARRANGE WITH THE ENGINEER
FOR DELIVERY OF THE BUSINESS PANELS TO THE
CONTRACTOR TO MEET THE CONTRACT SCHEDULE.
BACKGROUND AND HEADING PANELS:
SHEETING FOR BACKGROUND AND CHARACTERS SHALL
y730-05.
PANEL SHALL BE ATTACHED EITHER ON THE LEFT OR
THE RIGHT TO SHOW THE APPROPRIATE DIRECTIONAL ARROW.
C. THE DIRECTIONAL PANEL AS SHOWN CONTAINS TWO
ARROWHEADS WITH THE BUSINESS PANEL INTENDED TO COVER
THE UNUSED ARROWHEAD. THE CONTRACTOR MAY ALSO ELECT
TO FABRICATE THE PANEL WITH ONLY ONE ARROWHEAD OF THE
TYPE SHOWN ON THE PLANS OR USE THE DETACHABLE ARROWS.
D. ARROW HEADS MAY BE EITHER DIRECTLY APPLIED REFLECTIVE
SHEETING. SILK SCREENED OR ON DETACHABLE PANELS.
E. MILEAGE NUMERALS MAY BE EITHER DIRECTLY APPLIED
REFLECTIVE SHEETING OR SILK SCREENED.
SIGN PANEL DIMENSIONS UP TO 2% LARGER THAN SHOWN ON THIS
DRAWING ARE ALSO ACCEPTABLE.
1 "
1 "
9 "
"R
6 "
0 :4
= j t u r l e y
6 4 5 - 0 6 0 2 _ 0 1 0 7 1 0 .d
g n
(DESIGN)
ST AN
D AR
D S
H EE
TS (U
SINGLE - EXIT SIGN ASSEMBLY
VIEW D-D
DETAIL A
SPECIFIC SERVICE SIGN
ONE MAIN PANEL TWO MAIN PANELS
EDGE
PAVEMENT
EDGE
PAVEMENT
PLASTIC OR NYLON WASHERS
NOTE: FOR NOTES SEE STANDARD SHEET
7 ’
" STAINLESS STEEL OR ALUMINUM
6
6 4 5 - 0 7 0 1 .d
g n
MAIN PANEL BUSINESS PANEL
APPROVED:
Ja nu
ar y
01 , 2
02 2
THESE PANELS SHALL BE FURNISHED TO THE DEPARTMENT BY THE BUSINESS
CONCERNED.
THE DEPARTMENT WILL SUPPLY THE PANELS TO THE CONTRACTOR FOR
INSTALLATION. PANELS SHALL BE INSTALLED IN THE POSITIONS SPECIFIED
ON THE PLANS.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE WITH THE
ENGINEER FOR THE DELIVERY OF THE BUSINESS PANELS TO THE CONTRACTOR
TO MEET CONTRACT SCHEDULE.
MAIN PANELS MAY BE USED ALONE, WITH ANOTHER PANEL, OR WITH AN
EXTENSION PANEL. EXTENSION PANELS ARE USED TO EFFECTIVELY DOUBLE THE
SIZE OF THE SIGN. THEY MAY BE INSTALLED DURING CONSTRUCTION, OR AT A
LATER DATE. THEY ALSO MAY BE REMOVED AT A LATER DATE IF IT BECOMES
NECESSARY TO REDUCE THE SIZE OF THE SIGN.
PANELS SHALL BE FULLY REFLECTIVE. REFLECTIVE SHEETING FOR BACKGROUND AND
CHARACTERS SHALL BE CLASS "A" AS SPECIFIED IN "NYSDOT STANDARD SPECIFICATIONS
- CONSTRUCTION AND MATERIALS". CHARACTERS AND BORDER SHALL BE TYPE IV.
SIGNS CONSISTING OF TWO PANELS (EITHER TWO MAIN PANELS, OR A MAIN PANEL
AND AN EXTENSION PANEL) SHALL BE MOUNTED IN ACCORDANCE WITH STANDARD
SHEET TITLED "POSITIONING OF TRAFFIC SIGNS".
MAIN PANELS, WHEN INSTALLED ALONE AT SINGLE EXIT INTERCHANGES, SHALL BE
MOUNTED AT LEAST 3’-6" ABOVE THE HEIGHT DESCRIBED IN NOTE 9.A.1. ABOVE.
MAIN PANELS, WHEN INSTALLED ALONE AT CLOSELY-SPACED EXIT INTERCHANGES,
SHALL BE MOUNTED AT LEAST 6’ ABOVE THE HEIGHT DESCRIBED IN NOTE 9.A.1. ABOVE.
TWO PANEL SIGNS SHALL BE INSTALLED WITH A MINIMUM CLEARANCE OF 7’
BETWEEN THE GROUND AND THE LOWEST PART OF THE SIGN.
ONE-PANEL SIGNS AT SINGLE EXIT INTERCHANGES SHALL BE INSTALLED WITH
A MINIMUM CLEARANCE OF 10’-6" BETWEEN THE GROUND AND THE LOWEST
PART OF THE SIGN.
INTERCHANGES, SHALL BE INSTALLED WITH A MINIMUM CLEARANCE OF 13’
BETWEEN THE GROUND AND THE LOWEST PART OF THE SIGN.
IF A SIGN IS LOCATED ON A BACK SLOPE, HIGH ENOUGH AND / OR FAR ENOUGH
AWAY FROM THE PAVEMENT TO MAKE IMPACT UNLIKELY, THE GROUND CLEARANCE
MAY BE REDUCED, AS DIRECTED BY THE ENGINEER.
HEIGHT ABOVE PAVEMENT EDGE:
1.
2.
3.
4.
THE DISTANCE BETWEEN THE OUTSIDE PAVEMENT EDGE AND THE NEAR EDGE OF
THE SIGN SHALL BE IN ACCORDANCE WITH STANDARD SHEET TITLED "POSITIONING
OF TRAFFIC SIGNS".
WHERE FEASIBLE, SIGNS IN A SERIES SHOULD HAVE THE SAME LATERAL PLACEMENT.
NON-BREAKAWAY POSTS BEHIND GUIDE RAIL SHALL HAVE MINIMUM CLEARANCE AS
SPECIFIED ON STANDARD SHEET TITLED "POSITIONING OF TRAFFIC SIGNS".
NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
GAS, FOOD, LODGING, CAMPING, AND ATTRACTIONS MAIN PANEL
GAS, FOOD, LODGING, CAMPING AND ATTRACTIONS EXTENSION PANEL
BUSINESS PANEL
5’-0"
"d (TYP.)
10" 5’-0" 8" 5’-0" 8" 5’-0" 10"
9 "
3 ’-
0 "
3 "
1’-2"2’-2"2’-2"1’-8"2’-2"2’-2"1’-4"2’-2"2’-2"1’-2"
4" 4"
2" WHITE BORDER BLUE
18’-0"
R = 6"
R = 3"
2 ’ - 1 "
1’-2" 2’-2" 2’-2" 1’-4" 2’-2" 2’-2" 1’-4" 2’-2" 2’-2" 1’-2"
10" 5’-0" 8" 5’-0" 8" 5’-0" 10"
R = 6"
0 6
I P
4 5 - 0 7 0 2 .d
g n
SPECIFIC SERVICES SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
DETAILS ON THESE STANDARD SHEETS (SHEET 1 OF 2 AND SHEET 2 OF 2), AND
THE DETAILS ON THE APPROPRIATE STANDARD SHEETS FOR GUIDE SIGNS AND
BREAKAWAY SIGN POSTS.
A.
B.
A COMBINATION OF MAIN, EXTENSION AND BUSINESS PANELS SHALL BE USED TO
CONSTRUCT THE SIGNS SPECIFIED ON THE PLANS.
SINGLE PANEL SIGNS SHALL BE MOUNTED AS SHOWN SO THAT ADDITIONAL PANELS MAY
BE INSTALLED LATER.
POST SIZE SHALL BE BASED ON MAXIMUM SIZE SIGN ASSEMBLIES USING A MAIN AND
EXTENSION PANEL OR TWO MAIN PANELS. POSTS, BREAKAWAY BASES, AND FOOTINGS
SHALL BE AS SPECIFIED ON STANDARD SHEET TITLED "MULTIPLE POST SIGN INSTALLATION
USING TYPE B SIGN POSTS".
IF THE PANELS ARE FABRICATED WITH BATTENS, THE BATTENS SHALL BE LOCATED SO AS
NOT TO COVER THE BUSINESS PANEL MOUNTING HOLES.
IF THE PANELS ARE FABRICATED WITH BATTENS, THE BATTENS SHALL EXTEND NO CLOSER
THAN 7" FROM THE TOP OF THE EXTENSION PANEL, SO AS NOT TO OCCUPY THE AREA
WHERE THE MAIN AND EXTENSION PANELS OVERLAP.
SIGN MOUNTING HEIGHT:
A.
B.
C.
SIGN PANELS WITH DIMENSIONS UP TO 2% LARGER THAN SHOWN ON THIS DRAWING ARE
ALSO ACCEPTABLE.
ST AN
D AR
D S
H EE
TS (U
@ 2.85 LB/FT
@ 2.33 LB/FT
STIFFENERS
@ 2.85 LB/FT
@ 2.33 LB/FT
2 SPAC.
N A
2 POSTS 2 POSTS
4 "
4 "
NOT REQUIRED IF
K SHIM
SIGN FACE
ALL HINGES FOR ONE SIGN
POST
FOR ADJUSTMENT, OR TO PLUMB SIGN.
SHIM AT THIS POINT IF NEEDED
SIGN FACE
SLOTTED HOLES
TWO STIFFENERS
THREE STIFFENERS
FOUR STIFFENERS
FIVE STIFFENERS
FLAT OR BEVELED WASHER,
SIGN PANELTO Z-BAR CONNECTING
…" STAINLESS STEEL OR …" ALUMINUM IN ‹" DIA. HOLE
1 "
1 "
3 " - 6 "
SHALL SUPPORT NOT MORE THAN 6'-0" OF SIGN WIDTH.
C. VERTICAL Z-BAR SUPPORTS, UNLESS OTHERWISE SHOWN ON THE CONTRACT DOCUMENTS,
B. ALL HORIZONTAL STIFFENERS SHALL BE Z 2…" x 1‚" x ‰".
BE ALUMINUM PER NOTE 13.
TYPE E410 WELDING RODS TO PREVENT LOOSENING. ALUMINUM BATTEN PLATE BOLTS MAY
TIGHTENING, THREADS ON THREADED BOLTS MUST BE BURRED OR TACK WELDED USING
A. ALL LOCK BOLTS, BOLTS, NUTS & WASHERS SHALL BE STAINLESS STEEL. AFTER
OVERHEAD PANELS SHALL BE CONSTRUCTED AS SHOWN EXCEPT:
ALUMINUM ALLOY LOCK OR STAR WASHERS.
OR BEVELED WASHERS SHALL BE USED, DOUBLE WASHERS WITH SLOTTED HOLES WITH
ALUMINUM 6061-T67 COLLAR F468M Š" DIAMETER HOLES). WITH PLASTIC OR NYLON WASHERS. FLAT
BE ‚" HEX HEAD BOLT ALUMINUM 2024-T4 OR ‚" BRAZIER HEAD LOCK BOLT, ALUMINUM 2024 WITH
ALL SIGN PANEL TO Z-BAR CONNECTING BOLTS, AND ALUMINUM BATTEN PLATE BOLTS SHALL
LOCATION OF SIGNS.
SEE STANDARD SHEET "POSITIONING OF TRAFFIC SIGNS" FOR HEIGHT AND LATERAL
8 BOLTS IN THE Z-BAR SPLICES SHALL BE ‹".
WITH Š" DIAMETER. HOLES AT 1" CENTERS ALONG THE ENTIRE LENGTH. THE 16 HOLES FOR THE
ALUMINUM Z BARS WEIGHING 1.00 LB/FT AND MEASURING 2…" x 1‚" x ‰" MAY BE PRE-PUNCHED
INSTALLATION USING TYPE B SIGN POSTS".
ACCEPTABLE AT THAT SPACING. SEE STANDARD SHEET FOR "MULTIPLE POST SIGN
POST SPACING'S OF 7'-0" OR LESS SHALL BE USED ONLY WITH POSTS THAT ARE
NOMINAL DIAMETER OF THE FASTENER.
UNLESS OTHERWISE SHOWN, HOLES SHALL NOT BE MORE THAN ˆ" LARGER IN DIAMETER THAN THE
SECONDARY PANEL SHALL BE FASTENED ABOVE THE HINGE PLATES.
THE EXIT NUMBER PLAQUE OR TO THE POSTS. WHEN ATTACHED TO THE POSTS, THE
SECONDARY PANELS (BELOW THE MAIN PANEL) SHALL BE ATTACHED EITHER AS SHOWN FOR
AS THE MAIN PANEL.
SECONDARY PANELS AND EXIT NUMBER PLAQUES SHALL BE FABRICATED IN THE SAME MANNER
1" EDGE DISTANCE THE VERTICAL PLATE LENGTHS SHOULD BE ADJUSTED, IF NEEDED.
THE PANELS, AND HAVE A BOLT SPACING OF 16" MAX C-C WITH A
HORIZONTAL JOINT SHALL FALL BETWEEN LINES OF LEGEND, SPAN THE ENTIRE WIDTH OF
CONSTRUCTION JOINT SIMILAR TO THE VERTICAL JOINTS DETAILED ON THIS SHEET. THE
AS TWO SEPARATE SIGNS OF APPROXIMATELY EQUAL HEIGHT WITH A HORIZONTAL
SIGNS OVER ONE STANDARD PANEL HEIGHT (12'-0" FOR ALUMINUM) MAY BE CONSTRUCTED
(SPLICES NOT ALLOWED.)
STIFFENERS FOR GROUND-MOUNTED SIGNS SHALL BE CONTINUOUS.
COMPONENTS OF LOCK BOLTS MAY HAVE MODIFIED TEMPERS IN COLD-FORMED ELEMENTS.
719-02 OF THE STANDARD SPECS.
ALL 2024-T4 HARDWARE SHALL BE COATED WITH TYPE 205 FINISH IN ACCORDANCE WITH
2024-T4 OR 7075-T6 ASTM F468M OR STAINLESS STEEL ASTM A193M-B8 & A194M-8.
UNLESS OTHERWISE SHOWN, ALL HARDWARE SHALL BE ALUMINUM ALLOY 6061-T6, 6262-T9,
MINIMIZE OR ELIMINATE JOINTS.
AT THE CONTRACTOR'S OPTION, PANELS LARGER THAN STANDARD SIZE MAY BE USED TO
W
(RIGHT EXIT SHOWN, MOUNT EXIT PANEL ON
STIFFENERS
Z-BAR
PLAQUE
SUPPORTS
SHOULD BE USED AND SPAN 2 HORIZONTAL
10'-0" 2 VERTICAL Z-BAR SUPPORTS<IF W
B
B
6
= w d a v i e s
6 4 5 - 0 9 _ 0 5 0 2 1 3 e 1 .d
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SIGN PANEL DETAILS FOR
SIX STIFFENERS
16'-0", 16'-6"
15'-0", 15'-6"
14'-0", 14'-6"
13'-0", 13'-6"
12'-0", 12'-6"
11'-0", 11'-6"
10'-0", 10'-6"
9'-0", 9'-6"
8'-0", 8'-6"
7'-0', 7'-6"
16'-6" AND THE MAX HEIGHT OF THE SUPPLEMENTAL SIGN PANEL
AS PER BD-OS2E, THE MAX HEIGHT OF THE MAIN SIGN PANEL IS
NOTE:
FORM MUST BE REMOVED PRIOR TO PLACING THE CONCRETE.
WHICH SHOULD BE FORMED DURING THE DRILLING OPERATION. THE
FROM THE EXISTING EARTH SURFACE THROUGH THE AUGERED HOLE,
PLUS 2'-0". ANY NECESSARY DRILLING OF THE ROCK MUST BE DONE
OR ROCK WITH A SHALLOW EARTH OVERBURDEN IS THE FOOTING DIA.
INTO ROCK. HOWEVER, THE MINIMUM EMBEDMENT INTO EXPOSED ROCK
DEPTH NECESSARY FOR THE FOOTING TO PENETRATE ITS DIAMETER
SHOWN IN THE TABLE WILL CONTROL, BUT MAY BE REDUCED TO THE
CIRCULAR FOOTINGS MAY BE PLACED INTO ROCK. THE EMBEDMENT
FOOTING
WITHOUT SECONDARY (SUPPLEMENTARY) PANEL
W (FT.)
(NOTE 4)
B POST
FOR TYPE
7'-0" MIN.
W (FT.)
(NOTE 4)
B POST
FOR TYPE
7'-0" MIN.
SEE APPROPRIATE STANDARD SHEETS FOR SIGN PANEL, POST, AND BREAKAWAY
ZONE
WIND
SIGN AREA FOR THREE POST SIGNS
HEIGHT "H" (FT.)
7.
6.
5.
4.
3.
2.
1.
NOTES:
IN THE PLANS
BASE AS INDICATED
TYPE OF BREAKAWAY
AND HAVE SATISFACTORY LONGITUDINAL OFFSET FROM THE END OF THE GUIDE RAIL.
SUCH INSTALLATION SHALL BE LOCATED BEYOND THE GUIDE RAIL DEFLECTION DISTANCE SHOWN ON STANDARD SHEET 645-03
*
**
**
*
AND HAVE SATISFACTORY LONGITUDINAL OFFSET FROM THE END OF THE GUIDE RAIL.
SUCH INSTALLATION SHALL BE LOCATED BEYOND THE GUIDE RAIL DEFLECTION DISTANCE SHOWN ON STANDARD SHEET 645-03
SHALL BE INSTALLED BEHIND GUIDE RAIL AND WITHOUT THE HINGE ASSEMBLY WHEN MOUNTING HEIGHT (H) IS 20'-0" OR GREATER.
7'-0" WHEEL PATH
"POSITIONING OF TRAFFIC SIGNS"
SEE STD. SHEET TITLED
"POSITIONING OF TRAFFIC SIGNS"
SEE STANDARD SHEET TITLED
WIND LOAD PSF
HM (FT-LB) = A (SQ FT) x D (FT) x P (PSF)
SHOWN:
(D) AND THE APPROPRIATE WIND LOAD (P), COMPUTE THE HINGE MOMENT (HM) AS
USING SIGN AREA (A), THE DISTANCE FROM THE CENTROID TO THE HINGE CENTER
SECTION AND NUMBER OF POSTS.
7'-0" WHEEL PATH CRITERIA. IF NOT, SELECT ANOTHER COMBINATION OF POST
DETERMINE IF THE POST SPACING (1/3W OR 3/5W AS APPROPRIATE) MEETS THE
USING SIGN WIDTH (W) AND THE NUMBER OF POSTS DETERMINED IN STEP C,
SELECTION OF NUMBER OF POSTS AND POST SELECTION.
ENTER THE TABLES USING SIGN AREA (A) AND HEIGHT (H) TO MAKE A PRELIMINARY
THE LONGEST POST TO THE CENTROID OF THE PRIMARY PANEL.
DETERMINE HEIGHT (H) WHICH IS THE DISTANCE FROM THE TOP OF THE FOOTING FOR
DISTANCE (D) FROM THE CENTROID OF THE PRIMARY PANEL TO THE HINGE CENTER.
DETERMINE TOTAL SIGN AREA (A) OF ALL PANELS IN THE SIGN ASSEMBLY AND THE
YARDS) ON TYPE B POSTS.
THE EDGE OF TRAVELED WAY IS REQUIRED FOR LARGE GUIDE SIGNS (TYPICALLY > 6 SQ.
WHERE FEASIBLE ON FREEWAYS AND EXPRESSWAYS, A 30'-0" MIN. LATERAL OFFSET FROM
BE IN OR STRADDLE THE DITCH LINE.
FEASIBLE UP THE BACK SLOPE, WITHOUT SACRIFICING VISIBILITY. POSTS SHALL NOT
INSTALLED IN CUT SECTIONS, THE GUIDE SIGNS SHALL BE INSTALLED AS FAR AS
WHERE LARGE GUIDE SIGNS (TYPICALLY > 6 SQ. YARDS) ON TYPE B POSTS ARE TO BE
OF TRAVELED WAY (7'-0" MIN. GROUND CLEARANCE STILL APPLIES).
WAY, AND ANY SECONDARY (SUPPLEMENTARY) PANEL SHALL BE 5'-0" MIN. ABOVE THE EDGE
THE HEIGHT OF THE PRIMARY PANEL SHALL BE 8'-0" MIN. ABOVE THE EDGE OF TRAVELED
WHEN A SECONDARY (SUPPLEMENTARY) PANEL IS INSTALLED BELOW THE PRIMARY PANEL,
(SUPPLEMENTARY) PANEL IS INSTALLED BELOW THE PRIMARY PANEL.
THE MINIMUM GROUND CLEARANCE SHOWN SHALL BE MAINTAINED WHEN A SECONDARY
PATH CRITERIA ARE MET.
EXTRAPOLATION FROM THE TABLES AS LONG AS THE HINGE MOMENT AND THE 7'-0" WHEEL
POSTS FOR SIGN ASSEMBLIES WITH MORE THAN THREE POSTS MAY BE DETERMINED BY
KEEPER PLATE
7
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DIAMETER
BOLT
DIAMETER
BOLT
SHOULDER TYPE EYE BOLT
(SEE NOTE 3)
(SEE NOTE 1)
WITH 1" BOLTS = 2"
WITH 1" BOLTS = 2"
ADJUSTED AS NECESSARY TO
HOLE LOCATION SHALL BE
SLOTTED NON-SLOTTED
3
= e p o p a
6 4 5 - 1 1 _ 0 1 0 1 2 0 _ e 1 .d
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(PAINTED ORANGE - SEE NOTE 6)
KEEPER PLATE SHALL BE PAINTED ORANGE ON BOTH SIDES OF THE PLATE.
THE NOMINAL DIAMETER OF THE FASTENER.
UNLESS OTHERWISE SHOWN, HOLES SHALL NOT BE MORE THAN ˆ" LARGER IN DIAMETER THAN
BETTER AND ROUGH CORNERS SHALL BE GROUND.
AND HINGE PLATES SHALL BE SMOOTHED TO THE EQUIVALENT OF A SAW CUT FINISH OR
COMPONENTS MAY BE FLAME CUT. HOWEVER, THE SIDES OF THE SLOTS IN THE BASE PLATES
REPLACED WITH NEW BOLTS.
NUTS, AND WASHERS THAT ARE LOOSENED AND RE-TIGHTENED MORE THAN ONCE SHALL BE
INSPECTION TORQUE, THE FASTENER SHALL BE RE-TIGHTENED AND RE-INSPECTED. BOLTS,
ACCEPTABLE. IF ANY BOLT HEAD OR NUT IS TURNED BY THE APPLICATION OF THE
IS TURNED BY THE APPLICATION OF THE INSPECTION TORQUE, THE CONNECTION IS
IN THENEW YORK STATE STEEL CONSTRUCTION MANUAL. IF NO BOLT NO BOLT HEAD OR NUT
SHALL BE CHECKED FOR TIGHTNESS IN ACCORDANCE WITH THE INSPECTION TORQUE STATED
USE A TORQUE WRENCH CALIBRATED TO THE SATISFACTION OF THE ENGINEER. EACH BOLT
CHECKED BY THE CONTRACTOR IN THE PRESENCE OF THE ENGINEER. THE CONTRACTOR SHALL
SHALL BE PREVENTED. ON THE DAY OF THE INSTALLATION, THE HINGE BOLTS SHALL BE
THE TIGHTENING OF THE FASTENER, ROTATION OF THE PART NOT TURNED BY THE WRENCH
EITHER THE BOLT HEAD OR THE NUT MAY BE TURNED BY THE WRENCH. HOWEVER, DURING
) FROM THE MARK. n-30nSURFACE, THEN TURN THE FASTENER AN ADDITIONAL • TURN (+0
TORQUE GIVEN IN THE TABLE. MARK THE BOLT HEAD OR NUT AND THE ADJACENT POST
ASSEMBLE POST, HINGE PLATES, BOLTS AND WASHERS. TIGHTEN BOLTS TO THE SNUG
WIRE BRUSHING, PRIOR TO ASSEMBLY. REMOVE ANY OIL OR GREASE.
UNDER WASHERS SHALL BE FLAT AND SMOOTH AFTER GALVANIZING. LIGHTLY ROUGHEN BY
SLIP PLANES AT THE SLOTTED END OF HINGE PLATES BETWEEN POST AND PLATES AND
TURN AND RE-TIGHTEN TO THE TORQUE IN THE TABLE. PEEN THREADS.
BOLTS IN ROTATION AND IN STAGES TO THE TORQUE IN THE TABLE. LOOSEN ONE HALF
ASSEMBLE POST AND BASE WITH BOLT, WASHERS, SHIMS AND BOLT KEEPER PLATE. TIGHTEN
APPROVED DECEMBER 24, 2019
SHOULDER TYPE EYE BOLT
HINGE TOP VIEW
BOLT
BASE ASSEMBLY DIMENSIONS
(SEE NOTE 1)
n 12
IN THE BASE SLOTS
ADJUSTED AS NECESSARY TO
HOLE LOCATION SHALL BE
U.S. CUSTOMARY STANDARD SHEET
ISSUED UNDER EB 19-052
7
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6 4 5 - 1 2 _ 0 5 0 1 2 0 _ e 1 .d
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KEEPER PLATE SHALL BE PAINTED ORANGE ON BOTH SIDES OF THE PLATE.
THE NOMINAL DIAMETER OF THE FASTENER.
UNLESS OTHERWISE SHOWN, HOLES SHALL NOT BE MORE THAN ˆ" LARGER IN DIAMETER THAN
BETTER AND ROUGH CORNERS SHALL BE GROUND.
AND HINGE PLATES SHALL BE SMOOTHED TO THE EQUIVALENT OF A SAW CUT FINISH OR
COMPONENTS MAY BE FLAME CUT. HOWEVER, THE SIDES OF THE SLOTS IN THE BASE PLATES
REPLACED WITH NEW BOLTS.
NUTS, AND WASHERS THAT ARE LOOSENED AND RE-TIGHTENED MORE THAN ONCE SHALL BE
INSPECTION TORQUE, THE FASTENER SHALL BE RE-TIGHTENED AND RE-INSPECTED. BOLTS,
ACCEPTABLE. IF ANY BOLT HEAD OR NUT IS TURNED BY THE APPLICATION OF THE
IS TURNED BY THE APPLICATION OF THE INSPECTION TORQUE, THE CONNECTION IS
IN THENEW YORK STATE STEEL CONSTRUCTION MANUAL. IF NO BOLT NO BOLT HEAD OR NUT
SHALL BE CHECKED FOR TIGHTNESS IN ACCORDANCE WITH THE INSPECTION TORQUE STATED
USE A TORQUE WRENCH CALIBRATED TO THE SATISFACTION OF THE ENGINEER. EACH BOLT
CHECKED BY THE CONTRACTOR IN THE PRESENCE OF THE ENGINEER. THE CONTRACTOR SHALL
SHALL BE PREVENTED. ON THE DAY OF THE INSTALLATION, THE HINGE BOLTS SHALL BE
THE TIGHTENING OF THE FASTENER, ROTATION OF THE PART NOT TURNED BY THE WRENCH
EITHER THE BOLT HEAD OR THE NUT MAY BE TURNED BY THE WRENCH. HOWEVER, DURING
) FROM THE MARK. n-30nSURFACE, THEN TURN THE FASTENER AN ADDITIONAL • TURN (+0
TORQUE GIVEN IN THE TABLE. MARK THE BOLT HEAD OR NUT AND THE ADJACENT POST
ASSEMBLE POST, HINGE PLATES, BOLTS AND WASHERS. TIGHTEN BOLTS TO THE SNUG
WIRE BRUSHING, PRIOR TO ASSEMBLY. REMOVE ANY OIL OR GREASE.
UNDER WASHERS SHALL BE FLAT AND SMOOTH AFTER GALVANIZING. LIGHTLY ROUGHEN BY
SLIP PLANES AT THE SLOTTED END OF HINGE PLATES BETWEEN POST AND PLATES AND
TURN AND RE-TIGHTEN TO THE TORQUE IN THE TABLE. PEEN THREADS.
BOLTS IN ROTATION AND IN STAGES TO THE TORQUE IN THE TABLE. LOOSEN ONE HALF
ASSEMBLE POST AND BASE WITH BOLT, WASHERS, SHIMS AND BOLT KEEPER PLATE. TIGHTEN
APPROVED DECEMBER 24, 2019
/S/ RICHARD WILDER, P.E.
POLE
BUCKLE
BAND
6.
5.
4.
3.
2.
1.
NOTES:
A SIGN PANEL ASSEMBLY SHALL NOT BE WIDER THAN 48".
AND SHALL NOT BE GREATER THAN 60" IN HEIGHT.
A SINGLE SIGN PANEL SHALL NOT BE GREATER THAN 48" WIDE
"SIGN BLANK DETAILS" STANDARD SHEET.
CONNECTION VERTICAL SPACING AS SHOWN ON THE
BRACKETS SHALL BE MOUNTED WITH THE SAME POST
SIDE-BY-SIDE SHALL HAVE CONTINUOUS HORIZONTAL Z-BARS.
SIGN ASSEMBLIES HAVING SIGN PANELS MOUNTED
AS SHOWN ON THE "SIGN BLANK DETAILS" STANDARD SHEET.
PANEL TO STIFFENER CONNECTION DETAILS SHALL BE
PANELS AND STIFFENER DIMENSIONS, SPACING AND
MANUFACTURER’S DRAWINGS.
POLE
BAND
POLE
SIDE VIEW
TOP VIEW
7
6 4 5 - 1 4 e 1 .d
g n
* SEE "REFERENCE MARKER MANUAL" FOR LEGEND COMPONENTS IN OTHER SITUATIONS
POSITION 10-12
POSITION 9
POSITION 7-8
POSITION 6
POSITION 5
POSITION 4
POSITIONS 1-3
NEAREST 0.1 MILE FROM THE BEGINNING OF THE CONTROL SEGMENT.
SEQUENCING NUMBER; GENERALLY THE APPROXIMATE DISTANCE TO THE
PORTION OF THE ROUTE WITHIN THE COUNTY.
CONTROL SEGMENT NUMBER OF THE ROUTE WHICH LOCATES THE SPECIFIC
OF COUNTIES TRAVERSED FROM ROUTE BEGINNING TO ITS WESTERN OR SOUTHERN TERMINUS.
COUNTY ORDER NUMBER OF THE ROUTE WHICH IS THE NUMBER
COUNTY CODE WITHIN THE REGION IN WHICH THAT PORTION OF THE ROUTE IS LOCATED.
OF THE ROUTE IS LOCATED.
THE N.Y.S. DEPARTMENT OF TRANSPORTATION REGION IN WHICH THAT PORTION
ROUTE ALPHABETIC SUFFIX OR BLANK IF THERE IS NO SUFFIX.
STARTING IN POSITION 3.
ROUTE NUMBER RANGING FROM 1 TO 3 DIGITS. RIGHT JUSTIFIED
(RESEARCH)
(RESEARCH)
U.S. CUSTOMARY STANDARD SHEET
ISSUED WITH EB 14-025
ERRATA 1 EFF. 09/04/2014
ISSUED WITH EB 19-023
ERRATA 2 EFF. 09/01/2019
REFERENCE MARKER DETAILS
ANGLE IS
5'-0"
5'-0"
OR IN LINE WITH DELINEATORS
MARKER POST DETAILS AND NOTES"
SEE SHEET TITLED "DELINEATOR AND REFERENCE
FOR POST DETAILS AND NOTES
3 '-
H E
4 '-
0 "
3 '-
COMPANY POLES, PRIVATE OR TEMPORARY SIGNS, OR OTHER PRIVATE POSTS.
BE MOUNTED ON THE EXISTING POST. REFERENCE MARKERS ARE NOT TO BE MOUNTED ON UTILITY
DEVICES ON WHICH THE REFERENCE MARKER COULD BE MOUNTED, THE REFERENCE MARKERS SHOULD
50'-0" LONGITUDINALLY OF EXISTING SIGNS, POLES FOR HIGHWAY LIGHTING, SIGNAL POLES OR OTHER
ON ROADWAYS OTHER THAN EXPRESSWAYS OR FREEWAYS, WHEN REFERENCE MARKERS ARE WITHIN
SHOULD BE INSTALLED 5'-0" BEYOND THE SHOULDER OR 5'-0" UP THE BACKSLOPE AS SPACE PERMITS.
ON ROADWAYS WHERE CONTINUOUS ROADSIDE DELINEATORS ARE NOT INSTALLED, REFERENCE MARKERS
APPROXIMATLY EQUAL SPACING.
POST ABOVE THE REFERENCE MARKER. THE DELINEATOR SPACING SHALL BE ADJUSTED TO MAINTAIN
50'-0" LONGITUDINALLY OF EXISTING REFERENCE MARKER POSTS SHOULD BE MOUNTED ON THE EXISTING
LINE WITH THE DELINEATORS OR AS SHOWN IN THE CONTRACT DOCUMENTS. DELINEATORS THAT ARE WITHIN
WHERE CONTINUOUS ROADSIDE DELINEATORS ARE INSTALLED, REFERENCE MARKERS SHOULD BE PLACED IN
CHARACTERS(CATSKILLS)
AND CATSKILLS SHALL HAVE A BROWN BACKGROUND WITH YELLOW CHARACTERS (ADK) & WHITE
AS LEGEND. EACH CHARACTER SHOULD BE CENTERED IN THE APPROPRIATE 1•" X 2" SPACE. RM IN THE ADK PARK
REFERENCE MARKERS SHALL BE RETRO-REFLECTIVE AND HAVE A GREEN BACKGROUND WITH WHITE CHARACTERS (2")
ST AN
D AR
D S
H EE
TS (U
ON CONCRETE MEDIAN BARRIER. THE CONCRETE MEDIAN BARRIER
BRACKET SHALL NOT BE USED FOR MOUNTING DELINEATORS OR
REFERENCE MARKERS ON GUIDE RAIL WHERE SNOW PLOWING
DAMAGE IS LIKELY TO OCCUR. SIMILAR BRACKETS MAY BE
FABRICATED AS NEEDED FOR SPECIAL APPLICATIONS SUCH
AS BRIDGE RAIL ESPECIALLY ON LONG BRIDGES.
CONCRETE MEDIAN BARRIER BRACKET - LARGE DELINEATOR CONCRETE MEDIAN BARRIER BRACKET - STANDARD DELINEATOR
"d
HOLE
"d
HOLE
NOTES:
1. FOR INSTALLATION ON BARRIERS GREATER THAN 4’-0" HIGH, THE DELINEATORS
SHALL BE MOUNTED ON THE INSIDE FACE OF THE BARRIER TO THE SATISFACTION
OF THE ENGINEER.
0.120" THICK ALUMINUM, GALVANIZED
STEEL, OR POLYCARBONATE STIFFENER
0.120" THICK ALUMINUM, GALVANIZED
DEPUTY CHIEF ENGINEER
3 :2
6 4 6 - 1 2 .d
g n
AS SHOWN IN CONTRACT DOCUMENTS.
"d HOLE
ALUMINUM PANELS (y730-01)
THE NUMBER OF DELINEATOR FACES, SIZES, COLOR, WHETHER SINGLE OR DOUBLE, LOCATION
AND SPACING WILL BE AS SHOWN IN THE CONTRACT DOCUMENTS. DELINEATORS SHALL BE PLACED
AS SHOWN ON THESE SHEETS, AS SHOWN ON THE PLANS, OR AS ORDERED BY THE ENGINEER.
WHERE THERE IS A CHANGE IN SHOULDER WIDTH, THE TRANSITIONS IN DELINEATOR PLACEMENT
SHALL BE GRADUAL. DELINEATORS ON THE LEFT ARE INSTALLED IN THE SAME MANNER AS
ON THE RIGHT.
LARGE SNOWPLOWING MARKER DETAIL
LARGE SNOWPLOWING MARKER DETAIL
2 0 - J U
3 :2
6 4
6 - 1
3 .d
g n
TOP VIEW
"
-STAINLESS STEEL PER y715-16
-GALVANIZED STEEL PER ASTM A307 GRADE A, A325 TYPE 1,3, OR A449 TYPE 1
-ALUMINUM BOLTS, LOCKBOLTS, NUTS - 2024-T4, 6061-T6
-WASHERS, FLAT - ALCLAD 2024-T4
-BLIND RIVETS - 2017-F, 2117-F, 5056-F
-ALLOYS 2024-T4, 2017-F, 2117-F AND 5056-F SHALL BE ALCLAD OR FINISHED
WITH TYPE 205 FINISH IN ACCORDANCE WITH y719-02
LOCATING TAB ON
DELINEATORS, REFERENCE MARKERS AND SNOW PLOWING MARKERS SHALL BE
ATTACHED TO POSTS AND BRACKETS USING " FASTENERS SUCH AS LOCK BOLTS,
PULL THROUGH OR DRIVE BLIND RIVETS, OR OTHER FASTENERS AS APPROVED.
BRACKETS MAY BE BENT TO OBTAIN OPTIMUM DELINEATOR ORIENTATION. ALTERNATIVE
DELINEATOR BRACKET DESIGNS MAY BE USED AS APPROVED BY THE ENGINEER.
THE LOCATING TAB IS DESIGNED TO BE BENT BACK 90 n, SO THAT IT FITS INTO A POST
HOLE TO RESTRICT MOVEMENT OF THE MARKER. AS AN ALTERNATE, A "d, " LONG
WELDED STUD MAY BE USED.
" FASTENER (TYP.)
4" X 3" X "
2 0 - J U
3 :2
6 4 6 - 1 4 .d
g n
4 '-
0 "
4 '-
0 "
3 '-
SUPPLEMENTARY SNOWPLOWING
SINGLE DELINEATOR
3
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6 4 6 - 1 5 _ 0 9 0 1 1 1 _ e 1 .d
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DETAILS AND NOTES
SUPPLEMENTARY SNOWPLOWING MARKER
TYPICAL SNOWPLOWING MARKER AND SUPPLEMENTARY
A B
O V
HEIGHT UNLESS SHOWN OTHERWISE IN CONTRACT DOCUMENTS.
LARGE DELINEATORS SHALL BE MOUNTED ON 2.0 LB/FT POSTS REGARDLESS OF POST
THE CONTRACT DOCUMENTS.
FINISHED GRADE IS GREATER THAN 5'-0" USE 2.0 LB/FT. POST SIZE UNLESS SHOWN OTHERWISE IN
POST IS LESS THAN OR EQUAL TO 5'-0" USE 1.1 LB/FT. POST. WHERE THE DISTANCE FROM
SMALL DELINEATORS: FOR INSTALLATIONS WHERE THE DISTANCE FROM FINISHED GRADE TO TOP OF
POST SIZE:
SNOWPLOWING MARKER SPACING SHOULD EQUAL STANDARD DELINEATOR SPACING ON THE HIGHWAY.
THE DOUBLE AND SINGLE GREEN SNOWPLOWING MARKER EXCEEDS 300'-0". SUPPLEMENTARY
ONE SUPPLEMENTARY SNOWPLOWING MARKER SHOULD BE INSTALLED WHERE THE DISTANCE BETWEEN
TRANSITION IN LATERAL OFFSET SHALL BE MADE GRADUALLY.
BE USED IN PLACE OF DELINEATORS SHALL BE INSTALLED IMMEDIATELY BEHIND GUIDE RAIL. THE
AS ON THE RIGHT. WHERE GUIDE RAIL IS INSTALLED, SUPPLEMENTARY SNOWPLOWING MARKERS TO
PLACEMENT SHALL BE GRADUAL. DELINEATORS ON THE LEFT ARE INSTALLED IN THE SAME MANNER
DOCUMENTS. WHERE THERE IS A CHANGE IN SHOULDER WIDTH, THE TRANSITIONS IN DELINEATOR
PLACED AS SHOWN ON THESE SHEETS UNLESS OTHERWISE SHOWN IN THE CONTRACT
AND SPACING WILL BE AS SHOWN IN THE CONTRACT DOCUMENTS. DELINEATORS SHALL BE
THE NUMBER OF DELINEATOR FACES, SIZES, COLOR, WHETHER SINGLE OR DOUBLE, LOCATION
DELINEATORS AND SNOWPLOWING MARKERS:
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
DELINEATORS SHOULD BE INSTALLED AND SPACED IN ACCORDANCE EITH CHAPTER 3F OF
DELINEATOR SPACING
SUPPLEMENTARY SNOWPLOWING MARKERS SHALL BE WHITE, FLUORESCENT YELLOW, OR GREEN
REFERENCE MARKERS AND SNOWPLOWING MARKERS".
730-20, "POSTS AND DELINEATORS,yU-CHANNEL POSTS SHALL MEET THE REQUIREMENTS OF
EXACT ORIENTATION WILL VARY DEPENDING UPON THE DEGREE OF CURVATURE.
ON CURVES, DELINEATOR FACES SHALL BE ORIENTATED TO BE MOST EFFECTIVE AT NIGHT,
SHALL BE RESTORED TO THE SATISFACTION OF THE ENGINEER.
WHEN POSTS ARE INSTALLED IN PAVED, SODDED AREAS, SIDEWALKS, ETC. THE AREA
EMBEDMENT DEPTH WHICHEVER IS LESS.
POSTS SHALL BE FOUNDED A MINIMUM OF 12" INTO SOUND ROCK OR TO THE 36" MIN.
WHEN SOUND ROCK IS ENCOUNTERED BEFORE THE 36" EMBEDMENT DEPTH IS REACHED,
BEING TAKEN TO PRESERVE THE ALIGNMENT OF THE POST.
MORE THAN 6" DEEP, AND EACH LAYER SHALL BE THOROUGHLY COMPACTED, WITH CARE
POST HOLES SHALL BE BACKFILLED WITH SUITABLE MATERIAL PLACED IN LAYERS NOT
SPACING AND ALSO ACCURATELY ALIGNED BOTH VERTICALLY AND HORIZONTALLY.
POST SHALL BE SET VERTICALLY TO THE FULL 36" EMBEDMENT DEPTH, AT THE REQUIRED
IF THE POSTS ARE SET, THE POST HOLES SHALL BE DUG TO THE CORRECT DEPTH. THE
THEY ARE UNUSABLE IN THE FINISHED WORK SHALL BE REMOVED AND REPLACED.
POSTS BENT OR OTHERWISE DAMAGED IN THE INSTALLATION PROCESS TO THE EXTENT THAT
AS THE BODY OF THE POST, AND NO BATTERED OR DAMAGED HEADS WILL BE PERMITTED.
THE TOP OF THE POST SHALL HAVE SUBSTANTIALLY THE SAME CROSS SECTIONAL DIMENSIONS
DEVICES, THEY SHALL BE PLUMB AND STRAIGHT ABOVE THE GROUND. AFTER DRIVING,
POSTS SHOULD BE DRIVEN OR SET. IF DRIVEN BY EITHER HAND OR MECHANICAL
VERTICAL. A SUITABLE DRIVING CAP SHALL BE USED FOR DRIVING POSTS.
ELEVATION AND ALIGNMENT CALLED FOR, BE TRUE TO LINE OF GRADE, AND BE TRULY
POSTS SHALL BE ERECTED SO THAT THE DELINEATORS AND/OR MARKERS WILL BE AT THE
POST ERECTION:
ST AN
D AR
D S
H EE
TS (U
(SEE NOTE 10)
LARGE WHITE DELINEATORS, DOUBLE UNITS
RESUME MAINLINE DELINEATION
LANES (NOT SHOWN), INCLUDING TAPER, REQUIRE LARGE YELLOW DOUBLE
NOTE: MAINTENANCE TURNAROUND DECELERATION AND ACCELERATION
1 7 6 ’
(SEE NOTE 11)
REFERENCE MARKER (TYP.)
S I N
Y P .)
LARGE WHITE DELINEATORS, SINGLE UNIT
(S E
LARGE WHITE DELINEATORS, SINGLE UNIT
TYPICAL REFERENCE MARKER, LARGE DELINEATOR, AND SNOWPLOWING MARKER LAYOUT
(S E
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
1 7 6 ’
2 8 - S
3
m e r y
g n
REFERENCE MARKER, LARGE DELINEATOR,
646-16 EFFECTIVE DATE: 01/06/2011
REPLACED AT EXISTING LOCATIONS.
RIGHT SIDE DELINEATORS SHOULD BE PLACED SO EVERY THIRD DELINEATOR IS INSTALLED ON THE SAME POST AS A REFERENCE MARKER THAT WAS
FOR ROADWAYS WITH REFERENCE LOCATION MARKERS OR ENHANCED REFERENCE LOCATION MARKERS, SEE CONTRACT DOCUMENTS FOR LOCATION SIGNS.
DELINEATORS SHOWN, SUBSTITUTE SUPPLEMENTARY SNOWPLOWING MARKERS IN COMBINATION WITH REFERENCE MARKERS AS NECESSARY.
THE RAMP ACCEL LANE STARTS AT THE BEGINNING OF THE PAVED GORE AND ENDS AT THE END OF THE DOWNSTREAM TAPER.
ALONG RAMP CURVES WITH RADII LESS THAN 1200’ REFER TO M.U.T.C.D. TABLE 3F-1 FOR DELINEATOR SPACING.
THE RAMP DECEL LANE STARTS AT THE BEGINNING OF THE UPSTREAM TAPER AND ENDS AT THE TERMINUS OF THE PAVED GORE.
SPACING MAY NEED TO BE ADJUSTED TO MAKE LEFT SIDE DELINEATOR OPPOSITE FIRST RIGHT SIDE MAINLINE DELINEATOR BEYOND GORE.
LEFT SIDE DELINEATOR MAY BE OPPOSITE THE NEXT TO LAST, OR LAST, RIGHT SIDE DELINEATOR BEFORE RAMP TAPER BEGINS.
AT THE TERMINAL END OF THE RUN AT POINT OF GUIDE RAIL CURVATURE OR THE END SECTION CONNECTION.
INSTALL DOUBLE UNIT AT THE LEADING END OF GUIDE RAIL RUN AT POINT WHERE GUIDE RAIL IS ESSENTIALLY PARALLEL TO PAVEMENT. INSTALL SINGLE UNIT
LEFT SIDE DELINEATORS ARE LOCATED OPPOSITE ALTERNATE RIGHT SIDE DELINEATORS OR AT OTHER CLOSER REGULAR SPACING.
WHEN GUIDE RAIL IS PRESENT PLACE DELINEATORS IMMEDIATELY BEHIND GUIDE RAIL.
FOR LOCATIONS. REFERENCE MARKER LOCATIONS SHALL BE ESTABLISHED PRIOR TO LOCATING DELINEATORS.
REFERENCE MARKERS ARE TO BE REESTABLISHED AT THEIR EXISTING LOCATIONS. WHEN THE MARKERS ARE MISSING SEE TABLE OF REFERENCE MARKERS
ST AN
D AR
D S
H EE
TS (U
TRANSVERSE JOINT
START MIARDS
PAVED GORE AREA
END MIARD AT
FOR LEFT SHOULDERS 8’
RIGHT SHOULDER
RIGHT SHOULDER
MIARDS (SEE TYPICAL
ALLOW DECELERATING VEHICLE TO STRADDLE THE MIARDS.
MIARDS ARE TO BE PLACED IN MIDDLE OF 8’ TO 11’ WIDE LEFT SHOULDERS TO4.
HOURS BEFORE AUDIBLE ROADWAY DELINEATORS ARE MILLED IN.
NEW ASPHALT PAVEMENT SHOULD BE ALLOWED TO HARDEN FOR AT LEAST 243.
LOCATION IS 10" OUTSIDE OF JOINT.
WHERE RIGHT SHOULDER JOINT IS AT EDGE OF TRAVELED WAY, PREFERRED MIARD2.
SEE SECTION A-A.
NO MILLING SHALL BE DONE WITHIN 4" OF SAWN AND SEALED TRANSVERSE JOINTS.1.
NOTES: 1 9 - S
7
g n
ST AN
D AR
D S
H EE
TS (U
TRANSVERSE JOINT
STOPLINE
DETERMINED BY THE ENGINEER.
60’ FROM LEFT- TURN LANES OR THE BACK OF THE TRAFFIC QUEUE ASE.
100 VEHICLES PER DAY AS DETERMINED BY THE ENGINEER.
30’ FROM THE OPENING OF A COMMERCIAL DRIVEWAY THAT SERVES MORE THAND.
30’ FROM ANY CROSSWALKS.C.
YIELD SIGN OR STOP SIGN ON THE SIDE STREET.
60’ FROM THE CENTERLINE OF ANY INTERSECTING ROADWAY CONTROLLED BY AB.
MAINLINE.
30’ FROM THE STOP BAR OR YIELD LINE AT ANY INTERSECTION ON THEA.
CARDS SHALL BE DISCONTINUED:6.
CARDS SHOULD NOT BE USED WHERE MEDIAN IS A TWO-WAY LEFT TURN LANE.5.
TERMINATION OF CARDS MAY VARY + OR - 5’-0".4.
BEFORE AUDIBLE ROADWAY DELINEATORS ARE MILLED IN.
NEW ASPHALT PAVEMENT SHOULD BE ALLOWED TO HARDEN FOR AT LEAST 24 HOURS3.
IN LOCATIONS APPROVED BY THE ENGINEER.
OFTHOROUGHLY REMOVED FROM THE TRAVELED WAY AND SHOULDERS AND DISPOSED
ALL ASPHALT MATERIAL MILLED FROM THE CENTERLINE LOCATIONS SHALL BE2.
SEE SECTION A-A.
NO MILLING SHALL BE DONE WITHIN 4" OF SAWN AND SEALED TRANSVERSE JOINTS.1.
NOTES:
(SEE NOTE 6)
1 9 - S
7
g n
CROSSWALK
30' 30'
TRAVELED WAYSHOULDER
30' 30' 30'
OR SIMILAR FEATURES REQUIRING A BREAK.
WOULD BE WITHIN 10' OF A GAP FOR AN INTERSECTION, A DRIVEWAY, A CROSSWALK,
48' OF MILLED-IN SHARDS). HOWEVER, A GAP SHOULD NOT BE PLACED WHERE IT
GAPS SHALL BE 12' LONG AND SHALL OCCUR AT 60' INTERVALS (SEPARATED BY
E. 5' FROM CONCRETE BRIDGE DECKS.
D. 30' FROM THE OPENING OF A COMMERCIAL DRIVEWAY.
C. 30' FROM ANY CROSSWALKS.
EITHER A YIELD SIGN OR A STOP SIGN ON THE SIDE STREET.
B. 30' FROM THE OPENING OF ANY INTERSECTING ROADWAY CONTROLLED BY
MAINLINE.
A. 30' FROM THE STOP BAR OR YIELD LINE AT ANY INTERSECTION ON THE
SHARDS SHALL BE DISCONTINUED:
SHARDS ARE NOT TO BE USED WHERE THE DISTANCE TO CARDS IS LESS THAN 11'.
TERMINATION OF SHARDS MAY VARY + OR - 5'-0".
OR LONGITUDINALjJOINTS.
NO MILLING SHALL BE DONE WITHIN 4" OF SAWN AND SEALED TRANSVERSE JOINTS
THIS SHEET (TYP.)
THIS SHEET (TYP.)
THIS SHEET
THIS SHEET (TYP.)
TRAVELED WAY
TRAVELED WAY
9
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6 4 9 - 0 4 _ 0 1 0 1 1 7 .d
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649-04
CROSSWALK
DEPUTY CHIEF ENGINEER DESIGN
25" X 38"
27" X 48"
35" X 43"
WIDTH X LENGTH
(TYP.)
OF GRATE,c NOTE: PLACE ON LONGITUDINAL
2"
2 "
(TYP.)
RAMEF
(TYP.)
BOLT (TYP.)d"
SLOT FOR
SEE DETAIL FOR CONNECTING
(TYP.)
TOP VIEW
SECTIONAL VIEW
SIDE VIEW
STIRRUP DETAIL
FOR PARALLEL BAR FRAME
(SEE NOTE 2)
W W
GALVANIZING.
MAY LEAVE A GAP OF " ON BOTTOM TO PREVENT BLOWOUT DURING
TO THE REQUIREMENTS OF ASTM A529 GRADE 50.
LONGITUDINAL BARS FOR 10PCB, 11 PCB, AND 12PCB, GRATES SHALL CONFORM
RESISTANT, MONEL METAL OR TYPE 316 STAINLESS STEEL.
WITH TWO BOLTS, ONE ON EACH END, BOLTS SHALL BE CORROSION
GRATE SHALL BE BOLTED TO PARALLEL BAR FRAME (SEE BOLT-DOWN DETAIL)
OF THE GRATE.
TWO CAM LOCKING DEVICES OR BOLTS ON DIAGONALLY OPPOSITE CORNERS
WHEN A PARALLEL BAR GRATE IS USED WITH THE CAST FRAME, SECURE WITH
END SPACERS SHALL NOT BE USED WITH CAST FRAMES.
BEARING BARS AND CROSS BARS SHALL BE FLUSH.
PLANS, NO OTHER OPTIONS ARE PERMITTED EXCEPT AS SHOWN, TOP SURFACES OF
WHEN PARALLEL BAR GRATES WITH CROSS BARS ARE SPECIFIED ON THE CONTRACT
GRATES ARE DESIGNED FOR 16 KIPS WHEEL LOAD (HS 20 LOADING).
SECTION 719-01 AFTER ALL CUTTING, WELDING, BONDING, AND CLEANING.
FRAMES AND GRATES SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH
OVER WALLS SHALL HAVE SHEAR STUD ANCHORS AS SHOWN.
NEAR THE CORNERS, SIDES OF PARALLEL BAR FRAMES WHICH ARE NOT DIRECTLY
WALL SHALL HAVE ONE STIRRUP OR STUD WELDED TO THE FRAME AT EACH END
THE SIDES OF PARALLEL BAR FRAMES WHICH ARE DIRECTLY OVER A STRUCTURE
WELDS ON INSIDE OF FRAME AND OUTSIDE OF GRATE SHALL BE GROUND SMOOTH.
0 6 -
A U
8
= j t u r l e y
6 5 5 - 0 2 _ 0 5 0 7 0 9 e 1 .d
g n
16 2 29"6"vXv4"vXv•"
5"vXv3•"vXv •"
6"vXv3•"vXv •"
6"vXv3•"vXv •"
3 22•"vXv36•" 10 36" 51ƒ"9 22•" 118
6 25‰"vXv26•" 11 26" 10 25‰" 10737‚"
11 27•"vXv36•" 12 11 27•" 14751ƒ"36"
16 30‰"vXv46•" 13 12 30‰" 23366‚"46"
22 37•"vXv41•" 16 15 37•" 23159"41"
MASSGRATE WIDTH X LENGTH 4" X …" 2" X ‰" L1
G1 10 9 24•" 16538ƒ"27•"
G2 10 9 34•" 22453‚"37•"
G3 10 9 44•" 28267ƒ"47•"
CLIP ANGLE DETAIL
SECTION E-ERETICULINE GRATES G1, G2, AND G3
TABLE OF GRATE DIMENSIONS AND MASSES
3
NO.
GRATE
6
11
16
22
SUPPORT ANGLE
STRAIGHT BAR
(SEE TABLE)
‰"
‚" X •" SPACER BARS (G1, G2, G3 ONLY)
1 " (T
Y P )
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
4
= r f o o t e
6 5 5 - 0 4 _ 0 1 1 0 1 3 e 4 .d
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1•"
1 •
SLOTTED HOLE
SPACER BARS (‚"x•") SHALL HAVE FILLET AND BEAD WELDS TO BE PLACED MIDWAY BETWEEN RIVETS.
RETICULINE BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A1011 GRADE 36.
LONGITUDINAL BARS FOR G1, G2, AND G3 SHALL CONFORM TO THE REQUIREMENTS OF ASTM A529 OR A572 GRADE 50.
STAINLESS STEEL) AND FURNISHED BY THE FRAME MANUFACTURER.
X 2•" LONG BOLTS AND WASHERS, ONE IN EACH CORNER. BOLTS AND WASHERS SHALL BE CORROSION RESISTANT (MONEL METAL OR TYPE 316d†"
GRATE SHALL BE BOLTED TO WELDED FRAME WITH TWO BOLTS AND WASHERS, ONE ON EACH SIDE. GRATE SHALL BE BOLTED TO CAST FRAME WITH FOUR
GRATES SHALL BE HOT-DIP GALVANIZED AFTER ALL FABRICATION, GRINDING, TAPPING AND CLEANING HAVE BEEN COMPLETED.
WELDS AND ADJACENT AREAS SHALL BE SAND OR SHOT BLASTED BEFORE GALVANIZING IN ORDER TO REMOVE ALL SCALE, RUST, SLAG AND SPLATTER, ETC.
WELDS ON OUTSIDE OF GRATE SHALL BE GROUND SMOOTH.
GRATE SHALL BE GROUND TO FIT FILLETS IN FRAME ANGLES OR CASTINGS.
FROM A 4•" X •" BAR.
CLIP ANGLES SHALL BE CUT FROM STANDARD ASTM A6 ANGLES OR FORMED FORM A 4•" X •" BAR. THE ALTERNATE DESIGN SHALL BE FORMED
GRATES ARE DESIGNED FOR 16 KIP WHEEL LOAD.
ISSUED WITH EB 21-046
EFF. LETTING BEGINNING: 01/01/22
40" MIN.
0 TO 6 RIBS EVENLY SPACED
1" (+ ")
MINIMUM DIMENSION OF 1". TOTAL AREA
MAXIMUM DIMENSION OF 4" AND
OPENING SHALL BE RECTANGULAR WITH
2 " (+ ")
1 "
1 "
BE FLAT. MINIMUM SECTION THICKNESS SHALL BE ".
TOP SURFACE OF COVER\GRATE SHALL BE FLAT. BOTTOM SURFACE MAY OR MAY NOT
MAY BE A 45 DEGREE BEVEL OR " RADIUS.
INCREASE THE SECTION THICKNESS FROM THE STATED MINIMUMS.
PATTERN DRAFTS SHALL BE NO GREATER THAN 5 DEGREES. THE PATTERN DRAFTS SHALL ONLY
GAP BETWEEN COVER/GRATE AND FRAME TO BE NO MORE THAN " ALL AROUND.
FRAMES MAY BE DESIGNATED WITH TWO OR FOUR OPPOSITE CLIPPED FLANGES.
ISSUED WITH EB 14-025
ERRATA 1 EFF. 09/04/2014
9
6 5 5 - 0 6 e 1 .d
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DESIGNDEPUTY CHIEF ENGINEER
ELEVATION F-F
ELEVATION J-J
F F
(T Y
=3 "
R
L2 (+„")
G
1ˆ"
18"
23
ƒ "
1 "
L3 (+„")
7
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6 5 5 - 0 7 _ 0 5 0 7 0 9 e 2 .d
g n
LOADED CAST STEEL OR
WELDED FRAMES AND PROOF
APPROVED DECEMBER 19, 2008
WIDTH
ERRATA 1 ISSUED WITH EB 13-042
METAL OR TYPE 316 STAINLESS STEEL.
FURNISHED BY THE FRAME MANUFACTURER. THE BOLTS SHALL BE CORROSION RESISTANT, MONEL
X 2•" LONGdGRATE SHALL BE BOLTED TO THE FRAME USING FOUR BOLTS WITH WASHERS, †"
BOLTS. THE NUTS SHALL BE CORROSION RESISTANT, MONEL METAL OR TYPE 316 STAINLESS STEEL.
d HOLE IN THE LEDGE, OR DRILLING AND TAPPING HOLES FOR †"dCORNER, CONCENTRIC WITH THE ƒ"
THE MANUFACTURER HAS THE OPTION OF WELDING A NUT TO THE FRAME UNDER THE LEDGE ON EACH
MAXIMUM GAP BETWEEN FRAME AND LONG SIDES OF GRATES SHALL NOT EXCEED †".
MAY LEAVE A GAP OF •" ON BOTTOM TO PREVENT BLOWOUT DURING GALVANIZING.
WELDS AND ADJACENT AREAS SHALL BE SAND OR SHOT BLASTED BEFORE GALVANIZING.
NUT WELDED UNDERNEATH.d •"
WITHd STUD BOLT TO BE TAPPED OVERSIZE PRIOR TO GALVANIZING OR SHALL BE Œ"d HOLE FOR •"
SHALL BE GROUND DOWN TO FORM A SMOOTH SURFACE FOR THE GRATE TO BEAR UPON.
ANY PROTRUSIONS ON THE BEARING SURFACE OF THE FRAME CAUSED BY WELDING OR GALVANIZING
DIAGONAL CORNERS.
THE CONTRACTOR SHALL HAVE THE OPTION OF FURNISHING FRAMES WITH EITHER COPED OR
C10.
C9.
C8.
C7.
C6.
C5.
C4.
C3.
MAXIMUM GAP BETWEEN FRAME AND LONG SIDES OF GRATES SHALL NOT EXCEED †".
MAY BE A ƒ" RADIUS.
THE SECTION THICKNESS FROM THE STATED MINIMUMS.
PATTERN DRAFTS SHALL BE NO GREATER THAN 5 DEGREES. THE PATERN DRAFTS WOULD ONLY INCREASE
SHALL BE SAME UNLESS LOAD TESTED.
CORRESPONDING SECTION THICKNESS AND NUMBER OF STIFFENERS OF ALL CURB BOXES (CUS AND CMS)
CORRESPONDING SECTION THICKNESS OF FRAMES F1, F2, AND F3 SHALL BE SAME UNLESS LOAD TESTED,
LIP DIMENSIONS SHALL BE FRAME SEAT THICKNESS +„". SLIGHT VARIATIONS IN NATURE OF LIP ARE PERMISSIBLE.
FRAMES MAY BE MANUFACTURED WITH OR WITHOUT MIDBAR SUPPORT AND FRONT AND BACK SEATS.
METAL OR TYPE 316 STAINLESS STEEL STUD BOLTS SHALL BE FURNISHED BY THE CURB BOX MANUFACTURER.
BOLTS WITH NUTS AND WASHERS. FOUR MONELd BOLTS OR DRILLING HOLES FOR †"d AND TAPPING HOLES FOR ƒ"
THE CURB BOX SHALL BE BOLTED TO THE FRAME. THE MANUFACTURER SHALL HAVE THE OPTION OF DRILLING
AN NI-ROD TYPE 55 IS RECOMMENDED FOR USE IN WELDING METAL NUTS TO THE FRAME.
EFF. LETTING BEGINNING: 01/01/21
ST AN
D AR
D S
H EE
TS (U
1.
2.
3.
4.
TELESCOPING CASTINGS MUST MEET THE REQUIREMENTS OF y 655, FRAMES AND GRATES.
USE STANDARD COVERS FROM THE CURRENT 655 STANDARD SHEETS.
THE USE OF TELESCOPING CASTINGS REQUIRE:
A. THE CASTING MUST BE CENTERED LONGITUDINALLY BETWEEN TRANSVERSE JOINTS ( u 12").
B. THE ROOF OF THE UTILITY STRUCTURE MUST BE AVAILABLE WITH THE TELESCOPING FEATURE.
SEE THE CURRENT 655 STANDARD SHEETS.
REFER TO THE CURRENT 502 STANDARD SHEETS FOR TELESCOPING CASTING PLACEMENT DETAILS.
TEMPORARY SUPPORT RING
TELESCOPING MANHOLE CASTING
2 0
I P
3
4
6
8
10
12
14
16
18
20
24
30
36
42
48
54
60
64
n5
n5
n5
n5
n5
n5
n3
n3
n3
n3
n3
n3
n3
n3
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3
4
6
8
10
12
14
16
18
20
24
30
36
42
48
54
60
64
MECHANICAL JOINT BOLT TORQUE
NPS SIZE BOLT SIZE
SEWER (STORM OR SANITARY)
WATER CROSSING BELOW SEWER
WATER CROSSING ABOVE SEWER
FILL
GRANULAR
SELECT
MINIMUM
BOLTS (MINIMUM 4 IF DESIGN USES BOLTS)
BOLTS (MINIMUM 4 IF DESIGN USES BOLTS)
1 '-
0 "
WATER MAIN INSTALLATION IN
NEW OR RELOCATED
MECHANICAL JOINT (NON-RESTRAINED) FOR
PUSH-ON JOINT FOR
CROSSING
A.D.B.E.
TRENCH UNDER PAVEMENTTRENCH UNDER NON-PAVED TRENCH UNDER NON-PAVED TRENCH UNDER PAVEMENT
1'-6" MINIMUM
1'-6" MINIMUM
TORQUE (LBF/FT)
10'-0" MINIMUM
1 0 '-
H E
H E
RESTRAINED MECHANICAL JOINT FOR
SECTION 206 OR
SURFACE RESTORATION PER
WITH CALCIUM HYPOCHLORITE.
TO THE DANGER OF FIRE OR EXPLOSION FROM THE REACTION OF JOINT COMPOUNDS
CHLORINATION OF SOLVENT WELDED PLASTIC OR SCREWED-JOINT STEEL PIPE DUE
WITH AWWA STANDARD C651. THE TABLET METHOD SHALL NOT BE USED FOR
DISINFECTED, FLUSHED, AND TESTED FOR BACTERIOLOGICAL QUALITY IN ACCORDANCE
HYDRANTS, AND OTHER APPURTENANCES BUILT UNDER THIS CONTRACT SHALL BE
UPON COMPLETION OF ALL WATER SUPPLY RELATED CONSTRUCTION, ALL MAINS, VALVES,
MINIMUM OF TWO (2) HOURS.
WITH WATER UNDER A MINIMUM HYDROSTATIC PRESSURE OF 150 PSI FOR A
OTHERWISE NOTED, THE SYSTEM SHALL BE SUBJECTED TO A PRESSURE/LEAKAGE TEST
STANDARD C600 WITH THE MAINS THOROUGHLY FLUSHED PRIOR TO TESTING. UNLESS
BACKFILL, HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA
UPON COMPLETION OF ALL WATER SUPPLY RELATED CONSTRUCTION, INCLUDING
203-3.06.yREQUIREMENTS OF
BACKFILL SHALL BE INSTALLED AND COMPACTED IN ACCORDANCE WITH THE
CONTRACT PLANS AND APPROVED BY THE APPROPRIATE HEALTH AGENCY.
BE MAINTAINED, THE WATER AND SEWER SHALL BE CONSTRUCTED AS SHOWN ON THE
MAIN AND TOP OF SEWER PIPE SHALL BE MAINTAINED. IF NEITHER SEPARATION CAN
MAINTAINED A VERTICAL SEPARATION OF AT LEAST 1'-6" BETWEEN BOTTOM OF WATER
EDGE OF PIPE) WHENEVER POSSIBLE. WHEN 10' HORIZONTAL SEPARATION CANNOT BE
SHALL HAVE A MINIMUM OF 10' HORIZONTAL SEPARATION (MEASURED EDGE OF PIPE TO
NEW WATER MAINS INSTALLED PARALLEL TO STORM AND/OR SANITARY SEWER CONDUITS
WILL BE MADE FOR MATERIAL PLACED TO TREAT UNSTABLE OR UNSUITABLE CONDITIONS.
EXCAVATED A.D.B.E. AND REPLACED WITH SELECT GRANULAR FILL. ADDITIONAL PAYMENT
ELEVATION, A MINIMUM OF 1' AND A MAXIMUM OF 2' OF MATERIAL SHALL BE
IF UNSTABLE OR UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED NEAR THE INVERT
REQUIREMENTS OR WHEN ROCK OR UNSTABLE OR UNSUITABLE CONDITIONS ARE ENCOUNTERED.
BEDDING BELOW THE PIPE INVERT SHALL BE REQUIRED ONLY WHEN NOTED IN THE OWNER
THE TOP PAYMENT LINE FOR TRENCH EXCAVATION SHALL BE PER SECTION 206.
AND A UNIT WEIGHT OF 90 LBS./CUBIC FEET.nTO HAVE A FRICTION ANGLE OF 30
IN AWWA STANDARD C600. SELECT GRANULAR FILL AND SAND BACKFILL ARE ASSUMED
DETAILS SHOWN ON THIS SHEET ARE BASED UPON TYPE 4 LAYING CONDITION DESCRIBED
REMOVAL AND RECONSTRUCTION OF WORK ALREADY COMPLETED BY THE CONTRACTOR.
ALLOWING THE ENGINEER ADEQUATE TIME TO REVISE GRADES WITHOUT NECESSITATING
CONTRACTOR SHALL NOTIFY THE ENGINEER (IN WRITING) OF CONFLICTING ELEVATIONS,
UTILITIES TO ENSURE ADEQUATE CLEARANCE FOR THE WATER LINE EXISTS. THE
EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ELEVATIONS OF EXISTING
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF
APPURTENANCES" FOR INFORMATION ON ADDITIONAL REQUIREMENTS.
SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND
PER SECTION 203
2
= r f o o t e
6 6 3 - 0 1 _ 0 1 0 9 1 4 _ e 1 .d
g n
663-01
ISSUED WITH EB 18-003
(DESIGN)
ST AN
D AR
D S
H EE
TS (U
3
4
6
8
10
12
14
16
18
20
24
30
36
42
48
54
60
64
n5
n5
n5
n5
n5
n5
n3
n3
n3
n3
n3
n3
n3
n3
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
3
4
6
8
10
12
14
16
18
20
24
30
36
42
48
54
60
64
MECHANICAL JOINT BOLT TORQUE
NPS SIZE BOLT SIZE
SEWER (STORM OR SANITARY)
WATER CROSSING BELOW SEWER
WATER CROSSING ABOVE SEWER
FILL
GRANULAR
SELECT
MINIMUM
BOLTS (MINIMUM 4 IF DESIGN USES BOLTS)
BOLTS (MINIMUM 4 IF DESIGN USES BOLTS)
1 '-
0 "
WATER MAIN INSTALLATION IN
NEW OR RELOCATED
MECHANICAL JOINT (NON-RESTRAINED) FOR
PUSH-ON JOINT FOR
CROSSING
A.D.B.E.
TRENCH UNDER PAVEMENTTRENCH UNDER NON-PAVED TRENCH UNDER NON-PAVED TRENCH UNDER PAVEMENT
1'-6" MINIMUM
1'-6" MINIMUM
TORQUE (LBF/FT)
10'-0" MINIMUM
1 0 '-
H E
H E
RESTRAINED MECHANICAL JOINT FOR
SECTION 206 OR
SURFACE RESTORATION PER
WITH CALCIUM HYPOCHLORITE.
TO THE DANGER OF FIRE OR EXPLOSION FROM THE REACTION OF JOINT COMPOUNDS
CHLORINATION OF SOLVENT WELDED PLASTIC OR SCREWED-JOINT STEEL PIPE DUE
WITH AWWA STANDARD C651. THE TABLET METHOD SHALL NOT BE USED FOR
DISINFECTED, FLUSHED, AND TESTED FOR BACTERIOLOGICAL QUALITY IN ACCORDANCE
HYDRANTS, AND OTHER APPURTENANCES BUILT UNDER THIS CONTRACT SHALL BE
UPON COMPLETION OF ALL WATER SUPPLY RELATED CONSTRUCTION, ALL MAINS, VALVES,
MINIMUM OF TWO (2) HOURS.
WITH WATER UNDER A MINIMUM HYDROSTATIC PRESSURE OF 150 PSI FOR A
OTHERWISE NOTED, THE SYSTEM SHALL BE SUBJECTED TO A PRESSURE/LEAKAGE TEST
STANDARD C600 WITH THE MAINS THOROUGHLY FLUSHED PRIOR TO TESTING. UNLESS
BACKFILL, HYDROSTATIC TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA
UPON COMPLETION OF ALL WATER SUPPLY RELATED CONSTRUCTION, INCLUDING
203-3.06.yREQUIREMENTS OF
BACKFILL SHALL BE INSTALLED AND COMPACTED IN ACCORDANCE WITH THE
CONTRACT PLANS AND APPROVED BY THE APPROPRIATE HEALTH AGENCY.
BE MAINTAINED, THE WATER AND SEWER SHALL BE CONSTRUCTED AS SHOWN ON THE
MAIN AND TOP OF SEWER PIPE SHALL BE MAINTAINED. IF NEITHER SEPARATION CAN
MAINTAINED A VERTICAL SEPARATION OF AT LEAST 1'-6" BETWEEN BOTTOM OF WATER
EDGE OF PIPE) WHENEVER POSSIBLE. WHEN 10' HORIZONTAL SEPARATION CANNOT BE
SHALL HAVE A MINIMUM OF 10' HORIZONTAL SEPARATION (MEASURED EDGE OF PIPE TO
NEW WATER MAINS INSTALLED PARALLEL TO STORM AND/OR SANITARY SEWER CONDUITS
WILL BE MADE FOR MATERIAL PLACED TO TREAT UNSTABLE OR UNSUITABLE CONDITIONS.
EXCAVATED A.D.B.E. AND REPLACED WITH SELECT GRANULAR FILL. ADDITIONAL PAYMENT
ELEVATION, A MINIMUM OF 1' AND A MAXIMUM OF 2' OF MATERIAL SHALL BE
IF UNSTABLE OR UNSUITABLE SOIL CONDITIONS ARE ENCOUNTERED NEAR THE INVERT
REQUIREMENTS OR WHEN ROCK OR UNSTABLE OR UNSUITABLE CONDITIONS ARE ENCOUNTERED.
BEDDING BELOW THE PIPE INVERT SHALL BE REQUIRED ONLY WHEN NOTED IN THE OWNER
THE TOP PAYMENT LINE FOR TRENCH EXCAVATION SHALL BE PER SECTION 206.
AND A UNIT WEIGHT OF 90 LBS./CUBIC FEET.nTO HAVE A FRICTION ANGLE OF 30
IN AWWA STANDARD C600. SELECT GRANULAR FILL AND SAND BACKFILL ARE ASSUMED
DETAILS SHOWN ON THIS SHEET ARE BASED UPON TYPE 4 LAYING CONDITION DESCRIBED
REMOVAL AND RECONSTRUCTION OF WORK ALREADY COMPLETED BY THE CONTRACTOR.
ALLOWING THE ENGINEER ADEQUATE TIME TO REVISE GRADES WITHOUT NECESSITATING
CONTRACTOR SHALL NOTIFY THE ENGINEER (IN WRITING) OF CONFLICTING ELEVATIONS,
UTILITIES TO ENSURE ADEQUATE CLEARANCE FOR THE WATER LINE EXISTS. THE
EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ELEVATIONS OF EXISTING
IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF
APPURTENANCES" FOR INFORMATION ON ADDITIONAL REQUIREMENTS.
SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND
PER SECTION 203
2
= r f o o t e
6 6 3 - 0 1 _ 0 1 0 9 1 4 _ e 1 .d
g n
663-01
ISSUED WITH EB 18-003
(DESIGN)
ST AN
D AR
D S
H EE
TS (U
END VIEWPLAN VIEW
END VIEWPLAN VIEW
END VIEWPLAN VIEW
END VIEWPLAN VIEW
NOTE: PVC PIPE WILL TYPICALLY HAVE SLIGHTLY GREATER RESTRAINED LENGTH
MINIMUM RESTRAINED LENGTH OF PIPE (FT-IN) LR
FITTING 4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS
1’-3" 2’-0" 2’-6" 3’-0" 3’-6" 4’-0" 4’-6" 5’-0" 5’-6" 6’-3"
1’-3" 2’-0" 3’-6" 4’-0" 4’-6" 5’-0" 5’-6" 6’-6"
3’-0" 4’-0" 5’-3" 6’-3" 7’-6" 8’-6" 9’-6" 10’-6" 11’-6" 13’-6"
7’-0" 9’-9" 12’-6" 15’-6" 18’-0" 20’-0" 23’-0" 25’-6" 28’-0" 32’-6"
DEAD END 8’-6" 12’-6" 16’-0" 19’-3" 23’-0" 26’-0" 29’-6" 33’-0" 36’-0" 42’-0"
BENDn11
BENDn22
2’-6" 3’-0"
NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45
USE WIDTH = 3’-6", HEIGHT = 1’-6" (AREA = 5.25 SF)
FOR 100 PSI, AREA = 10.125 X (100/200) = 5.06 SF
AREA REQUIRED AT 200 PSI IS 4’-6" X 2’-3" = 10.125 SF
BEND THRUST BLOCK DIMENSIONING",nFROM TABLE "45
EXAMPLE: FIND THRUST BLOCK DIMENSION FOR 12 NPS 45° BEND WITH 100 PSI TEST PRESSURE:
FACTOR OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE.
TO DETERMINE REQUIRED SIZES FOR DIFFERENT CONDITIONS, MULTIPLY THE DIMENSION BY A
CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN.
FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 10, THE CONTRACTOR SHALL SUBMIT
90 LB/CF - SOIL UNIT WEIGHT
14 PSI - SOIL BEARING CAPACITY
200 PSI - WATER SYSTEM TEST PRESSURE
5’-0" - DEPTH OF COVER
1.5 - SAFETY FACTOR
UPON THE FOLLOWING STANDARD CONDITIONS:
THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED
DESIGNED ON A CASE BY CASE BASIS, AND WILL BE SHOWN IN THE CONTRACT DOCUMENTS.
THRUST RESTRAINTS FOR SIZES OVER 24 NPS OR FOR FITTINGS NOT SHOWN ON THESE SHEETS WILL BE
IS SMALLER.
THICKNESS ALONG THE FITTING AXIS SHALL BE 1’-0" OR THE LENGTH BETWEEN THE BELLS, WHICHEVER
FOR REDUCERS, BEARING AREA SHALL BE PERPENDICULAR TO THE FITTING AXIS. THE MINIMUM
FOR TEES, BEARING AREA SHALL BE PERPENDICULAR TO THE BRANCH (SINGLE LEG) AXIS.
FOR BENDS, BEARING AREA SHALL BE PARALLEL TO THE EDGE OF THE FITTING AT THE FITTING MIDPOINT.
POURED AGAINST UNDISTURBED SOIL.
TO PREVENT CONCRETE FROM ADHERING TO SURFACES. CONCRETE FOR THRUST BLOCKS SHALL BE
RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS
CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR
EXCAVATION OR PLACE TYPE G CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TECHNIQUES.
CLASS A CONCRETE SHALL NOT BE PLACED UNDER WATER. THE CONTRACTOR SHALL DEWATER THE
PRESSURE APPLIED TO THE SYSTEM.
FITTING, AS SHOWN ON THESE SHEETS SHALL BE RESTRAINED, AND SHALL WITHSTAND THE MAXIMUM
JOINT THAT FALLS WITHIN THE MINIMUM RESTRAINED LENGTH, MEASURED FROM THE CENTER OF THE
IF THE OWNER OF THE WATER SYSTEM REQUIRES A METHOD THAT RESTRAINS INDIVIDUAL JOINTS, EACH
THE SYSTEM OWNER.
METHODS TO NYSDOT. HOWEVER, THE THRUST RESTRAINT METHOD SELECTED SHALL BE APPROVED BY
THRUST BLOCKS, RESTRAINED JOINTS USING TIE RODS, OR RETAINER GLANDS ARE ALL ACCEPTABLE
THRUST RESTRAINT USING THRUST BLOCKS OR RESTRAINED LENGTHS ARE SHOWN ON THESE SHEETS.
ADDITIONAL INFORMATION ON THRUST RESTRAINT REQUIREMENTS.
SEE SPECIAL NOTES ENTITLED "OWNER REQUIREMENTS FOR WATER MAINS AND APPURTENANCES" FOR
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
(ACTING)
0 2 -
N O
6
= r l o h s e
6 6 3 - 0 2 _ 0 5 0 3 1 2 .d
g n
4 NPS
6 NPS
8 NPS
10 NPS
12 NPS
14 NPS
16 NPS
18 NPS
20 NPS
24 NPS
ANCHOR RODS
NUMBERS IN PARENTHESIS ARE BAR SIZES MARKED IN EIGHTHS OF INCHES
ANCHOR ROD SCHEDULE FOR GRAVITY BLOCKS
THRUST RESTRAINT MEASUREMENT
VERTICAL BEND GRAVITY BLOCK - ELEVATION
4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS
MINIMUM RESTRAINED LENGTH OF PIPE (L )R
n45
n90
FITTING
4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS
n45
n90
FITTING
NOTE: FOR POLYETHYLENE WRAPPED PIPE, MULTIPLY VALUES IN TABLE BY 1.45
VERTICAL DOWNWARD BENDS - NPS (FT.)
VERTICAL UPWARD BENDS - NPS (FT.)
4 NPS 6 NPS 8 NPS 10 NPS 12 NPS 14 NPS 16 NPS 18 NPS 20 NPS 24 NPS
n45
n90
FITTING
4
11
18
32
11
18
35
67
18
32
64
25
49
95
35
67
46
92
134
247
180
120
233
148
293
131
184
360
261
512
1 - (3)
1 - (3)
2 - (4)
2 - (4)
2 - (5)
2 - (6)
2 - (6)
2 - (7)
2 - (8)
2 - (9)
NOTE: FOR PVC PIPE MULTIPLY VALUES IN TABLE BY 1.15
R
R
1. DUCTILE IRON PIPE RESEARCH ASSOCIATION
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
NOTES:
L
L
0 2 -
N O
0
= r l o h s e
6 6 3 - 0 3 _ 0 5 0 3 1 2 .d
g n
HEIGHT = 1’-7"
WIDTH = 3’-3"
BEND WITH 100 PSI TEST PRESSURE:n EXAMPLE: GRAVITY BLOCK VOLUME FOR 12 NPS 45
OF THE SPECIFIC VALUE DIVIDED BY THE STANDARD VALUE.
TO DETERMINE REQUIRED SIZES FOR DIFFERENT TEST PRESSURES, MULTIPLY THE DIMENSION BY A FACTOR
CALCULATIONS TO THE ENGINEER FOR APPROVAL OF RESTRAINT LENGTH CHOSEN.
FOR INSTALLATIONS NOT MEETING THE CONDITIONS OF NOTE 8, THE CONTRACTOR SHALL SUBMIT
IF SOILS ARE POORER THEN REFER TO REFERENCES
90 LBS\FTr SOIL UNIT WEIGHT
SOIL FRICTION ANGLEn 30
5 FT DEPTH OF COVER
1.5 SAFETY FACTOR
UPON THE FOLLOWING ASSUMED CONDITIONS:
THRUST BLOCK SIZES AND MINIMUM RESTRAINED LENGTHS SHOWN ON THESE SHEETS ARE BASED
SHEETS WILL BE AS SHOWN IN THE CONTRACT DOCUMENTS.
THRUST RESTRAINT FOR SIZES OVER 24 NPS AND/OR FOR OTHER FITTINGS NOT SHOWN ON THESE
SHALL HAVE A MINIMUM OF 3" CONCRETE COVER IN ALL DIRECTIONS.
SPECIFICATIONS. ALL EMBEDDED RODS SHALL HAVE STANDARD ACI HOOKS ON EACH END, AND
709-03 OF THE STANDARDyTHRUST BLOCK ANCHOR RODS SHALL MEET THE REQUIREMENTS OF
TO PREVENT CONCRETE FROM ADHERING TO SURFACES.
RESTRAINT HARDWARE. PLASTIC SHEETING OR BUILDING FELT MAY BE PLACED OVER PIPE OR FITTINGS
CONCRETE FOR THRUST BLOCKS SHALL NOT BE ALLOWED TO COVER OR INTERFERE WITH JOINT OR
EXCAVATION OR PLACE TYPE "G" CONCRETE USING APPROPRIATE UNDERWATER PLACEMENT TEC