0138-0252_CTDOT_HIGHWAY_STD.pdf
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- Solicitation number
- 0138-0252
- Issued by
- Fairfield County, Connecticut
About this file
This document is a standard specification sheet package from the Connecticut Department of Transportation (CTDOT) Office of Engineering for highway drainage and culvert construction details. The sheets establish standardized design specifications for anti-tracking pads, drainage trench excavation, straight endwalls, and Type "D-G" and "L" endwall configurations for culvert installations. These standard sheets (HW-211_01, HW-286_01, HW-505_01a through HW-505_01c, and HW-505_02) provide detailed dimensional requirements, reinforcing steel specifications, and construction methodologies for various pipe diameters ranging from 12 inches to 48 inches. The specifications include concrete volume calculations, reinforcement bar placement requirements with maximum 12-inch spacing, chamfer details, and geotextile separation requirements for different site conditions including clay or silt compositions.
The standard sheets incorporate CTDOT Qualified Products Lists for geotextile materials and reference additional detailed specifications such as HW-930_01 for object marker maintenance details. Steel reinforcement utilizes No. 4 bars and No. 4 bent bars with specific lap lengths and cover requirements (minimum 3 inches). Construction dimensions are noted as nominal values with provisions for field adjustments directed by the engineer. The specifications address both standard riprap applications and alternative material configurations, with specific elevation differences and minimum flow line distances specified for different endwall types. All welding conforms to AWS D1.1 Structural Welding Code standards, and steel grating materials must comply with ASTM A-36 specifications. These standard sheets were approved on January 21, 2025, by Michael N. Calabrese, P.E., and submitted by Leo Fontaine, P.E., from the CTDOT Office of Engineering located in Newington, Connecticut.
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ANTI-TRACKING PAD
14' MIN.
ANTI-TRACKING PAD
COMPACTED SUBGRADE
14' MIN.
COMPACTED SUBGRADE
PLAN
GROUND
EXISTING
GROUND
EXISTING
6" MIN. DEPTH
NO. 3 CRUSHED STONE
6" MIN. DEPTH
NO. 3 CRUSHED STONE
ELEVATION
10' R (MIN.)
OR AS DIRECTED
50' MIN., OR AS SHOWN ON THE PLANS
EXCAVATE 4" MAX.
6" MIN.
DIRECTED FOR SITES COMPOSED OF CLAY OR SILTS.
1. THE LENGTH OF THE ANTI-TRACKING PAD SHALL BE INCREASED AS
A
SECTION A
ROADWAY
ROADWAY
SEE CTDOT QUALIFIED PRODUCTS LIST
(HIGH SURVIVABILITY)
GEOTEXTILE-SEPARATION
GENERAL NOTE:
OR AS DIRECTED
50' MIN., OR AS SHOWN ON THE PLANS
SEE CTDOT QUALIFIED PRODUCTS LIST
(HIGH SURVIVABILITY)
GEOTEXTILE-SEPARATION
STANDARD SHEET TITLE: STANDARD SHEET NO.:
10/22/2024
SIGNATURE BLOCK:
HW-211_01
PLOTTED DATE:
NOT TO SCALE
NEWINGTON, CT 06111
2800 BERLIN TURNPIKE
OFFICE OF ENGINEERING
STANDARD SHEET
CTDOT
SUBMITTED BY: APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
CONNECTICUT
2024-12-16T10:14:01-0500
Leo Fontaine, P.E.
2025-01-21T12:24:22-0500
Michael N. Calabrese, P.E.
DRAINAGE TRENCH EXCAVATION
0.25H
MATERIAL
BEDDING
ROCK LEDGE
4" IN EARTH OR 12" IN
BEDDING MATERIAL TO 0.10H PRIOR TO INSTALLING PIPE
PRESHAPE BEDDING MATERIAL
HORIZONTAL SPAN
EQUIVALENT
OR PIPE ARCH OF
CIRCULAR PIPE
D=DIAMETER
HORIZONTAL SPAN
EQUIVALENT
OR PIPE ARCH OF
CIRCULAR PIPE
D=DIAMETER
H
ROCK LEDGE
4" IN EARTH OR 12" IN
BEDDING MATERIAL
12"
H H+12"
BEDDING
PRIOR TO INSTALLING PIPE
MATERIAL TO 0.10H
PRESHAPE BEDDING
EXCAVATION AND BEDDING MATERIAL
HORIZONTAL LIMIT FOR DRAINAGE TRENCH
TRENCH WIDTH (TW)
FOR PIPES LESS THAN 48"
PIPE TRENCH
OR EQUAL TO 48"
FOR PIPES GREATER THAN
PIPE TRENCH
DRAINAGE STRUCTURES
INSIDE HORIZONTAL SPAN
2' GREATER THAN NOMINAL
3' GREATER THAN NOMINAL
4' GREATER THAN NOMINAL
TRENCH WIDTH
SPAN LESS THAN 30"
NOMINAL INSIDE HORIZONTAL
PIPE OR PIPE-ARCH WITH
TO 30"
SPAN GREATER THAN OR EQUAL
NOMINAL INSIDE HORIZONTAL
PIPE OR PIPE-ARCH WITH
FROM STRUCTURAL PLATES
PIPE OR PIPE-ARCH FABRICATED
OR DRAINAGE STRUCTURE
PIPE, PIPE-ARCH,
OR FOUNDATION WALLS
2' BEYOND ALL EXTERIOR
TRENCH WIDTH (TW) CHART
SUITABLE BACKFILL
EXCAVATION AND BEDDING MATERIAL
HORIZONTAL LIMIT FOR DRAINAGE TRENCH
TRENCH WIDTH (TW)
HW-286_01
2024-12-16T10:12:03-0500
Leo Fontaine, P.E.
2025-01-21T12:25:59-0500
Michael N. Calabrese, P.E.
STRAIGHT ENDWALLS
IN.
15"
18"
24"
30"
FRONT ELEVATION
(H)
TOTAL HEIGHT
(b)
BASE
L
36"
42"
48"
(L)
LENGTH
VOL.
C.Y.
STRAIGHT ENDWALL
14''
13.5''
11"
20''
24''
26''
32''
54"
62"
FT-IN.
4'-6"
4'-9"
5'-0"
5'-6"
6'-0"
6'-6"
7'-0"
7'-6"
8'-6"
10'-6"
12'-6"
14'-6"
16'-6"
2'-0"
2'-3"
2'-6"
3'-0"
1.10
1.39
1.75
2.87
3.98
5.67
7.99
9.59
NO. 4 BENT BARS
EA.
EA.
PIPE OPENING (P)
2'-0" TO PIPE FLOW LINE
1/2 x LENGTH (L)
GENERAL NOTES:
PIPE DIAMETER
14 - (4'-0")
14 - (5'-0")
14 - (6'-0")
16 - (8'-0")
GROUT PIPE OPENINGS
FT-IN. FT-IN.
1'-3"
1'-6"
1'-9"
(DIA.) (d)
TOP WIDTH
(DIA.)
1'-9" 2'-8"
C
(SEE NOTE 5)
3" FROM PIPE OPENING
No. 4 BENT BARS
18 - (16'-0")
16 - (14'-0")
16 - (12'-0")
14 - (10'-0")
(NOMINAL LENGTH)
NO. 4 BARS -
VERTICAL BARS SHALL STOP 3" FROM THE PIPE OPENING.
HAVE A MAXIMUM 12" SPACING. BOTH HORIZONTAL AND
HORIZONTAL AND VERTICAL REINFORCING BARS ARE TO
STRAIGHT ENDWALL DIMENSIONS
CONCRETE REINFORCING STEEL
(C)
CLEARANCE
SEE PROJECT PLANS FOR NON-STANDARD ENDWALL DETAILS
(DIA.)
1" CHAMFER (SEE NOTE 3)
(P)
*PIPE OPENINGS
3'-0" TO PIPE FLOW LINE
1/2 x LENGTH (L)
OPENINGS
GROUT PIPE
B
No. 4 BARS
(H)
TOTAL HEIGHT
(b)
BASE
(L)
LENGTH
VOL.
C.Y.
13.5''
11"
20''
24''
26''
32''
54"
62"
5'-9"
8'-0"
EA. EA.
FT-IN. FT-IN.
(DIA.) (d)
TOP WIDTH
NO. 4 BARS -
STRAIGHT ENDWALL DIMENSIONS (FOR STANDARD RIPRAP APPLICATION)
CONCRETE REINFORCING STEEL
(C)
CLEARANCE
SEE PROJECT PLANS FOR NON-STANDARD ENDWALL DETAILS
(DIA.) (P)
*PIPE OPENINGS
THE PLACEMENT OF THE STANDARD RIPRAP.
ELEVATION DIFFERENCE IS PROVIDED TO ACCOMMODATE
STANDARD RIPRAP IS INSTALLED AT THE OUTLET. A 3'-0"
THIS ENDWALL CONFIGURATION IS TO BE USED WHEN
FROM THE BASE TO THE PIPE FLOW LINE.
THE OUTLET. A 2'-0" ELEVATION DIFFERENCE IS PROVIDED
MATERIAL EXCEPT STANDARD RIPRAP IS TO BE INSTALLED AT
THIS ENDWALL CONFIGURATION IS TO BE USED WHEN ALL
SPACING
(12" MAX.)
VARIES
16 - (4'-0")
16 - (5'-0")
16 - (6'-0")
18 - (8'-0")
20 - (16'-0")
18 - (14'-0")
18 - (12'-0")
16 - (10'-0")
(SEE NOTE NO. 6)
No. 4 BARS - SHORT (NOMINAL LENGTH)
2'-2"
2'-5"
2'-8"
2'-10"
3'-2"
1.52
1.88
2.31
3.66
5.03
6.98
9.68
11.50
(SEE NOTE NO. 6)
No. 4 BARS - SHORT (NOMINAL LENGTH)
AND HW-505_01c FOR REFERENCE ONLY.
VARY FOR EACH WALL SIZE. THESE BARS ARE SHOWN ON HW-505_01b
6. THE LENGTH AND QUANTITY OF NO. 4 BARS - SHORT (NOMINAL LENGTH)
AND HW-505_01c FOR REINFORCING DETAILS.
BARS SHOWN ARE NO. 4 BENT BARS. SEE SHEETS HW-505_01b
5. ALL HORIZONTAL BARS SHOWN ARE NO. 4 BARS AND ALL VERTICAL
STEEL REINFORCING DETAILS.
4. SEE CHARTS BELOW FOR STANDARD WALL DIMENSIONS AND
3. PROVIDE A 1" CHAMFER ON ALL EXPOSED EDGES OR AS SHOWN.
SECTION A AND B, AND ONLY ALONG THE LENGTH OF THE ENDWALL.
2. INSTALL THE PERVIOUS STRUCTURE BACKFILL AS SHOWN IN
1. PIPE OPENING (P) DIMENSIONS ARE NOMINAL (SEE CHART*).
DIAMETER
STRAIGHT ENDWALL
EMBANKMENT
LINE
FLOW
P
LAP
BASE (b)
TOP WIDTH (d)
SECTION A
BACKFILL (SEE NOTE 2)
PERVIOUS STRUCTURE
LINE
FLOW
BASE (b)
BACKFILL (SEE NOTE 2)
PERVIOUS STRUCTURE
(3" MIN. COVER)
SECTION B
No. 4 BENT BARS (SEE NOTE 5)
STANDARD RIPRAP AS SHOWN ON PLANS
STRAIGHT ENDWALL STRAIGHT ENDWALL FOR
STANDARD RIPRAP APPLICATION
GRADING AS SHOWN ON PLANS
2'
(3" MIN. COVER)
1.5
2'
EMBANKMENT
1.5
TOP WIDTH (d)
SEE DETAILS ON HW-930_01
OBJECT MARKER (MAINTENANCE)
SEE DETAILS ON HW-930_01
OBJECT MARKER (MAINTENANCE)
HW-505_01a
2024-12-16T10:12:25-0500
Leo Fontaine, P.E.
2025-01-21T12:31:04-0500
Michael N. Calabrese, P.E.
(FOR STANDARD RIPRAP APPLICATION)
STEEL REINFORCING FOR STRAIGHT ENDWALL
20" DIAMETER OPENING
PIPE ID
(FOR 12" RCP)
(FOR 12" RCP)
24" DIAMETER OPENING
(FOR 15" RCP)
(FOR 15" RCP)
3'-0" TO PIPE FLOW LINE3'-0" TO PIPE FLOW LINE
26" DIAMETER OPENING
(FOR 18" RCP)
(FOR 18" RCP)
32" DIAMETER OPENING
(FOR 24" RCP)
(FOR 24" RCP)
42" DIAMETER OPENING
(FOR 30" RCP)
(FOR 30" RCP)
PIPE FLOW LINE
3'-0" TO
48" DIAMETER OPENING
(FOR 36" RCP)
(FOR 36" RCP)
1" CHAMFER
(SEE NOTE 4)
54" DIAMETER OPENING
(FOR 42" RCP)
(FOR 42" RCP)
62" DIAMETER OPENING
(FOR 48" RCP)
(FOR 48" RCP)
2'-9"
3'-3"
4'-3"
5'-3"
6'-3"
7'-3"
8'-3"
SECTION A SECTION B SECTION C SECTION D
SECTION E SECTION F SECTION G SECTION H
No. 4 BARS - 4'-0" LENGTH
No. 4 BARS - 5'-0" LENGTH
No. 4 BARS - 6'-0" LENGTH
No. 4 BARS - 12'-0" LENGTH
No. 4 BARS No. 4 BARS No. 4 BARS
- 8'-0" LENGTH
1" CHAMFER ALL
1" CHAMFER ALL
No. 4 BARS - 10'-0" LENGTH
No. 4 BENT BARS No. 4 BENT BARS
No. 4 BARS - 14'-0" LENGTH
No. 4 BENT BARS No. 4 BENT BARS
No. 4 BARS - 16'-0" LENGTH
(NOMINAL LENGTH) - SEE NOTE 5
No. 4 BARS - SHORT
(NOMINAL LENGTH) -SEE NOTE 5
VARIES, 12" MAX. SPACING
VARIES, 12" MAX.
12" MAX.
VARIES,
SEE NOTE 5
LC
D
E
F
G
FOR REFERENCE ONLY.
LENGTH) VARY FOR EACH WALL SIZE. THESE BARS ARE SHOWN
5. THE LENGTH AND QUANTITY OF NO. 4 BARS - SHORT (NOMINAL
4. PROVIDE A 1" CHAMFER ON ALL EXPOSED EDGES OR AS SHOWN.
3" FROM THE PIPE OPENING AND HAVE 12" MAX. SPACING.
3. ALL BARS SHALL HAVE A 3" MIN. COVER AND ALSO STOP
ALL THE VERTICAL BARS SHOWN ARE NO. 4 BENT BARS.
2. ALL THE HORIZONTAL BARS SHOWN ARE NO. 4 BARS AND
1. SEE CHARTS ON HW-505_01a FOR REINFORCING BARS.
GENERAL NOTES:
GROUT
8"
No. 4 BARS - 4'-0" LONG
OPENING
20" DIAMETER
No. 4 BARS - 5'-0" LONG
24" DIAMETER
No. 4 BARS - 6'-0" LONG
26" DIAMETER
2'-5"
No. 4 BARS - 8'-0" LONG
32" DIAMETER
2'-8"
LONG (3" MIN. COVER)
No. 4 BARS - 10'-0"
42" DIAMETER
2'-10"
No. 4 BARS - 12'-0"
48" DIAMETER
No. 4 BARS - 14'-0"
54" DIAMETER
No. 4 BARS - 16'-0"
62" DIAMETER
HW-505_01c
2024-12-16T10:10:32-0500
Leo Fontaine, P.E.
2025-01-21T12:32:55-0500
Michael N. Calabrese, P.E.
TYPE "D - G" AND "L" ENDWALLS
STEEL GRATE
2:
L"2
CHAIN
3''
U
T SLO
CROSS BARS
BEARING BAR
TYPE ''L'' ENDWALL DIMENSIONS
DIMENSIONS
TYPE ''D-G'' ENDWALL
C OF PIPE
D+6"2
GRATE 3'-0" +/-
SECTION
TYPE "L" ENDWALL
SIDE ELEVATION
TYPE "D-G" ENDWALL
1'-0"
6"
2'-6" 1'-0"
R
T
OPEN-EYE EYEBOLT"2
x 3"4
M
IN
IM
U
1½ : 1
SLO
PE
(1½: 1)
TOE OF SLOPE
DIRECTED
90° OR AS (1½:1)
TOE OF SLOPE
DIAMETER OF PIPE
CHANNEL SHALL EQUAL
MINIMUM WIDTH OF
4'-0"
3'-1"
FIELD CONDITIONS
CONFORM WITH
WILL VARY TO
LENGTH OF "L " ENDWALL
O
IT
IE
N
IT
IO
S
IS
Y
IG
W
EMBANKMEN
HEIGHT OF "L" ENDWALL
VARIES WITH
WIDTH OF BASE
AT TOP OF "L" ENDWALL
WIDTH VARIES WITH SLOPE
4'-9"
2'-9"
3'-3"
4'-3"
5'-3"
6'-3"
7'-3"
8'-3"
2½"
2½''
1'-11¼''
1'-11⅞''
2'-0½''
2'-1¾''
2'-3''
2'-7½''
2'-9''
2'-10½''
" 2 13 " 2
IP
1'-0" 1'-0"
9" 6" 1'-0"
"2
1 OPEN-EYE EYEBOLT W/NUT
" GALVANIZED2
1" x 34
"16 3x " 4
3BEARING BARS
CROSS BARS ⅜" x ⅛"
2" 4"(TYP.)
2.44
2.57
2.85
LOCATION OF CHAIN AND EYEBOLT
HALF SECTION SHOWING
FT. - IN.
IN./FT.
BATTER
½L
CY.
CONCRETE VOLUME
9. D = INSIDE DIAMETER OF PIPE.
8. STEEL GRATE SHALL CONFORM TO ASTM A-36 STEEL.
7. ALL REINFORCING BARS SHALL HAVE A 3" MIN. COVER.
AWS D1.1 - STRUCTURAL WELDING CODE.
WELDING SHALL BE PERFORMED IN ACCORDANCE WITH
BE GALVANIZED IN ACCORDANCE WITH M.06.03. ALL
APPROXIMATE WEIGHT = 45 LBS. THE GRATE SHALL
HYDRAULIC PRESSURE, WELDED, OR ELECTROFORGED.
6. STEEL GRATING SHALL BE MECHANICALLY LOCKED UNDER
OF CONCRETE OR CEMENT RUBBLE MASONRY.
5. TYPE ''D-G'' AND ''L'' ENDWALLS SHALL BE CONSTRUCTED
THEIR FUNCTION PROPERLY.
IN ORDER TO ALLOW THE BEARING BARS TO PERFORM
OPENING PARALLEL TO THE LONG AXIS OF THE GRATE
MUST BE TAKEN TO HAVE THE SHORT AXIS OF THE WELL
4. WHEN CONSTRUCTING TYPE ''D-G'' ENDWALLS, CARE
3. ALL CONSTRUCTION DIMENSIONS ARE NOMINAL.
APPROXIMATELY 1".
EXPOSED SURFACES SHALL BE CHAMFERED
2. FOR ALL TYPE ''D-G'' & ''L'' ENDWALLS, ALL EDGES OF
WHERE THEY ARE OUTSIDE THE DESIGN CLEAR ZONE.
1. THESE ENDWALLS SHALL ONLY BE USED AT LOCATIONS
GENERAL NOTES
BEARING BARS
HW-505_02
2024-12-16T10:01:21-0500
Leo Fontaine, P.E.
2025-01-21T12:34:04-0500
Michael N. Calabrese, P.E.
0 0 m -0.14 -0.3 l S Q q 1 0 0 1 1445.11 1312.66 cm 0 0 m -0.07 -0.18 0.01 -0.39 0.18 -0.48 c S Q q 1 0 0 1 1445.29 1312.1801 cm 0 0 m
2.79 -2.96 l S Q q 1 0 0 1 1448.08 1309.22 cm 0 0 m -0.34 -0.31 l S Q q 1 0 0 1 1447.97 1310.02 cm 0 0 m -2.09 2.62 l S Q q 1 0 0 1 1447.0699 1310.3101 cm 0 0 m -1.47 1.99 l S Q q 1 0 0 1 1444.8 1313.2 cm 0 0 m -0.35 -0.42 l S Q q 1 0 0 1 1444.45 1312.78 cm 0 0 m -0.15 -0.14 -0.13 -0.38 0.03 -0.51 c S Q q 1 0 0 1 1444.6 1312.0601 cm 0 0 m
3.14 -3.15 l S Q q 1 0 0 1 1442.6899 1309.91 cm 0 0 m
1.88 2.02 l S Q q 1 0 0 1 1445.41 1312.1 cm 0 0 m
0.43 0.51 l S Q q 1 0 0 1 1445.84 1312.61 cm 0 0 m
0.03 0.06 l S Q q 1 0 0 1 1445.87 1312.67 cm 0 0 m
0.03 0.06 l S Q q 1 0 0 1 1445.25 1312.95 cm 0 0 m
0.04 0.11 0 0.23 -0.1 0.3 c -0.19 0.37 -0.32 0.36 -0.41 0.29 c S Q q 1 0 0 1 1445.11 1312.66 cm 0 0 m
0.14 0.29 l S Q q 1 0 0 1 1444.48 1312.27 cm 0 0 m -0.16 0.12 -0.18 0.34 -0.06 0.48 c S Q q 1 0 0 1 1444.45 1312.78 cm 0 0 m
0.39 0.46 l S Q q 1 0 0 1 1447.97 1310.02 cm 0 0 m -0.35 -0.31 l S Q q 1 0 0 1 1449.5699 1314.8 cm 0 0 m
0.42 0.5 l S Q q 1 0 0 1 1449.99 1315.3 cm 0 0 m
0.22 0.4 0.08 0.9 -0.33 1.11 c -0.73 1.32 -1.23 1.16 -1.43 0.75 c S Q q 1 0 0 1 1448.5601 1316.05 cm 0 0 m -2.1 -3.19 l S Q q 1 0 0 1 1446.46 1312.86 cm 0 0 m
0.38 -0.26 l S Q q 1 0 0 1 1446.84 1312.6 cm 0 0 m
1.87 2.01 l S Q q 1 0 0 1 1449.4 1315.65 cm 0 0 m
0.04 0.11 -0.01 0.24 -0.12 0.3 c -0.23 0.36 -0.37 0.34 -0.45 0.24 c S Q q 1 0 0 1 1448.71 1314.61 cm 0 0 m
0.09 0.11 0.06 0.28 -0.07 0.35 c -0.21 0.41 -0.36 0.33 -0.39 0.18 c S Q q 1 0 0 1 1448.3199 1314.79 cm 0 0 m -0.7 -1.34 l S Q q 1 0 0 1 1449.4 1315.65 cm 0 0 m -0.14 -0.31 l S Q q 1 0 0 1 1449.27 1315.35 cm 0 0 m -0.08 -0.18 0 -0.39 0.18 -0.48 c S Q q 1 0 0 1 1449.45 1314.87 cm 0 0 m
2.78 -2.96 l S Q q 1 0 0 1 1452.23 1311.91 cm 0 0 m -0.34 -0.31 l S Q q 1 0 0 1 1452.12 1312.71 cm 0 0 m -2.09 2.63 l S Q q 1 0 0 1 1451.22 1313 cm 0 0 m -1.47 2 l S Q q 1 0 0 1 1448.95 1315.89 cm 0 0 m -0.35 -0.42 l S Q q 1 0 0 1 1448.6 1315.47 cm 0 0 m -0.15 -0.14 -0.13 -0.38 0.03 -0.51 c S Q q 1 0 0 1 1448.76 1314.75 cm 0 0 m
3.13 -3.15 l S Q q 1 0 0 1 1446.84 1312.6 cm 0 0 m
1.88 2.02 l S Q q 1 0 0 1 1449.5601 1314.79 cm 0 0 m
0.43 0.51 l S Q q 1 0 0 1 1449.99 1315.3 cm 0 0 m
0.03 0.06 l S Q q 1 0 0 1 1450.02 1315.36 cm 0 0 m
0.03 0.06 l S Q q 1 0 0 1 1449.4 1315.64 cm 0 0 m
0.04 0.11 0 0.23 -0.09 0.3 c -0.19 0.37 -0.32 0.36 -0.41 0.29 c S Q q 1 0 0 1 1449.26 1315.35 cm 0 0 m
0.14 0.29 l S Q q 1 0 0 1 1448.63 1314.96 cm 0 0 m -0.15 0.12 -0.18 0.34 -0.06 0.48 c S Q q 1 0 0 1 1448.6 1315.47 cm 0 0 m
0.39 0.46 l S Q q 1 0 0 1 1452.12 1312.71 cm 0 0 m -0.35 -0.31 l S Q q 1 0 0 1 1453.78 1317.5 cm 0 0 m
0.42 0.5 l S Q q 1 0 0 1 1454.2 1318 cm 0 0 m
0.22 0.39 0.08 0.89 -0.33 1.11 c -0.73 1.32 -1.23 1.16 -1.43 0.75 c S Q q 1 0 0 1 1452.77 1318.75 cm 0 0 m -2.1 -3.19 l S Q q 1 0 0 1 1450.67 1315.5601 cm 0 0 m
0.38 -0.26 l S Q q 1 0 0 1 1451.05 1315.3 cm 0 0 m
1.87 2.01 l S Q q 1 0 0 1 1453.61 1318.34 cm 0 0 m
0.04 0.12 -0.01 0.25 -0.12 0.31 c -0.23 0.37 -0.37 0.35 -0.45 0.25 c S Q q 1 0 0 1 1452.92 1317.3101 cm 0 0 m
0.09 0.11 0.06 0.28 -0.07 0.34 c -0.21 0.41 -0.36 0.33 -0.39 0.18 c S Q q 1 0 0 1 1452.53 1317.49 cm 0 0 m -0.7 -1.34 l S Q q 1 0 0 1 1453.61 1318.34 cm 0 0 m -0.14 -0.3 l S Q q 1 0 0 1 1453.48 1318.04 cm 0 0 m -0.08 -0.18 0 -0.39 0.18 -0.47 c S Q q 1 0 0 1 1453.66 1317.5699 cm 0 0 m
2.78 -2.96 l S Q q 1 0 0 1 1456.4399 1314.61 cm 0 0 m -0.34 -0.31 l S Q q 1 0 0 1 1456.33 1315.41 cm 0 0 m -2.09 2.62 l S Q q 1 0 0 1 1455.4301 1315.7 cm 0 0 m -1.47 1.99 l S Q q 1 0 0 1 1453.16 1318.59 cm 0 0 m -0.35 -0.42 l S Q q 1 0 0 1 1452.8101 1318.17 cm 0 0 m -0.15 -0.14 -0.13 -0.38 0.03 -0.51 c S Q q 1 0 0 1 1452.97 1317.45 cm 0 0 m
3.13 -3.15 l S Q q 1 0 0 1 1451.05 1315.3 cm 0 0 m
1.88 2.02 l S Q q 1 0 0 1 1453.77 1317.49 cm 0 0 m
0.43 0.5 l S Q q 1 0 0 1 1454.2 1317.99 cm 0 0 m
0.03 0.06 l S Q q 1 0 0 1 1454.23 1318.05 cm 0 0 m
0.03 0.07 l S Q q 1 0 0 1 1453.61 1318.34 cm 0 0 m
0.04 0.11 0 0.23 -0.09 0.3 c -0.19 0.37 -0.32 0.36 -0.41 0.29 c S Q q 1 0 0 1 1453.47 1318.05 cm 0 0 m
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533.46 9669 S Q q 1 0 00 1 147322.76 cm 0 0 m -0532 84 96691810l S Q q 1 0 001 146145699 36 cm79.310m
1.861 cm 370 m 3 14S6Q q 81464-0.9 l
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1.86 14S Q q 32 l S Q q 82464-0.9 l
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570.98 969339l S Q q 1 0 00 1 147322.76 cm 0 0 m -057.166-9694 2 S Q q 1 0 001 14626.149 307 0.9.310m
1.861 cm 370 m 3 14S6Q q 81464-0.9 l
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6…
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