- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
HWY-01
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
HWY-07 HWY-08
HWY-09 HWY-10
E.C. BARTHOLOMEW
A.L. NAFIS
GLASTONBURY
HWY-11
GENERAL NOTES ANDINDEX PLAN 1
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
0
SCALE IN FEET
SCALE 1"=200
200 400
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_01_INX.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
DRAWING NO. TITLE
HWY-02
HWY-01
HWY-03
LIST OF DRAWINGS IN SUBSET 03 - HIGHWAY
HWY-04
HWY-05
HWY-06
HWY-07
HWY-08
HWY-09
HWY-11
HWY-12
HWY-10
HWY-14
HWY-13
HWY-15
HWY-17
HWY-18
HWY-19
HWY-20
HWY-21
HWY-22
HWY-16
GENERAL NOTES:
ROADWAY PLAN STA 215+00 TO 222+00
ROADWAY PLAN STA 222+00 TO 233+00
ROADWAY PLAN STA 233+00 TO 245+00
ROADWAY PLAN STA 245+00 TO 255+50
ROADWAY PLAN STA 255+50 TO 266+50
ROADWAY PLAN STA 266+50 TO 277+00
ROADWAY PLAN STA 277+00 TO 288+50
ROADWAY PLAN STA 288+50 TO 300+50
ROADWAY PLAN STA 300+50 TO 312+50
ROADWAY PLAN STA 312+50 TO 324+50
ROADWAY PLAN STA 324+50 TO 336+50
ROADWAY PLAN STA 336+50 TO 348+00
ROADWAY PLAN STA 348+00 TO 360+00
ROADWAY PLAN STA 360+00 TO 371+50
ROADWAY PLAN STA 383+50 TO 395+50
ROADWAY PLAN STA 395+50 TO 406+50
ROADWAY PLAN STA 406+50 TO 418+50
HWY-23
HWY-24
ROADWAY PLAN STA 454+50 TO 458+00
ROADWAY PLAN STA 442+50 TO 454+50
ROADWAY PLAN STA 431+00 TO 442+50
ROADWAY PLAN STA 418+50 TO 431+00
HWY-27
HWY-26
HWY-25
HWY-29
HWY-28
INDEX PLAN 2
INDEX PLAN 3
TYPICAL SECTIONS 1
TYPICAL SECTIONS 2
TYPICAL SECTIONS 3
DETAILS 1
DETAILS 2
ROADWAY PLAN STA 371+50 TO 383+50
HWY-30
GENERAL NOTES AND INDEX PLAN 1
CURB.EQUAL LIFTS, CURB TO
8. PLACE 4 INCHES OF HMA S0.5, DESIGN LEVEL 3, IN TWO
DESIRED CROSS SLOPE.ACHIEVE THE
THICKNESS FROM 1.25 TO 2.5 INCHES AS NECESSARY TO
7. PLACE A WEDGE COURSE OF HMA S0.375 VARYING IN
THICKNESS.
UNIFORM TWO LIFTS OF HMA S0.5 IS LAID DOWN IN
COURSE ACHIEVES THE DESIRED CROSS SLOPE SO THE FINAL
TRANSITION EXTENTS AND THICKNESSES SO THAT THE WEDGE
ELEVATIONS AND MARK OUT REQUIRED CROSS SLOPE AND
6. CONDUCT A SURVEY TO ESTABLISH EXISTING PAVEMENT
THE SAME SHAPE.BE USED TO ACHIEVE
BITUMINOUS CONCRETE WEDGE AT LEAST ONE FOOT WIDE CAN
FROM HORIZONTAL TO A MAXIMUM OF 30. ALTERNATEL
SHAVE DOWN THE EDGE FROM ITS EXISTING ANGLE OF 9
ADJOINING LANE SIDE, A MILLING MACHINE WILL BE USED TO
TO ACHIEVE THE ELEVATION OF THE CENTERLINE ON THE
CENTERLINE. IF THERE IS ADDITIONAL THICKNESS REQUIRED
RUBBLIZED SLAB AND A MAXIMUM OF 5 INCHES AT THE
A MINIMUM OF 3.5 INCHES AT THE OUTER EDGE OF THE
5. PLACE A BOTTOM LIFT OF HMA S1. THICKNESS SHOULD BE
CONCRETE SLABS.4. RUBBLIZE THE PORTLAND-CEMENT
MATERIAL.OR UNSOUND AND REPLACE WITH SPECIFIED
CEMENTITIOUS MATERIALS THAT ARE CONSIDERED UNSUITABLE
3. REMOVE PATCHES OF CONCRETE, BITUMINOUS OR
CONCRETE BASE.
TO TOP OF 2. MILL EXISTING SHOULDERS AND MAINLINE
TYPICAL DETAIL.1. INSTALL EDGE DRAIN AS SHOWN IN THE
SUGGESTED CONSTRUCTION SEQUENCE
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
CONSULTANT COMPANY NAME
DESIGNED BY:
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
THE PROJECT LIMITS SHALL BE CLEANED.
10. ALL DRAINAGE STRUCTURES AND PIPES WITHIN
LOCATIONS DIRECTED BY THE ENGINEER.
BASINS LOCATED IN LOW POINTS AS WELL AS IN
SYSTEMS WILL BE INSTALLED AROUND ALL CATCH
9. DURING CONSTRUCTION, SEDIMENTATION CONTROL
MAINTAINED THROUGHOUT CONSTRUCTION.
THAT PROPER STORM DRAINAGE FLOWS ARE
8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE
CURBING.
COMPATIBLE WITH BITUMINOUS CONCRETE PARK
7. CATCH BASINS AND CATCH BASIN TOPS SHALL BE
CATCH BASINS.
6. C.D.O.T. TYPE B GRATES SHALL BE USED FOR ALL
STORMS.
PERIOD SHALL BE WEEKLY AND OR AFTER MAJOR
VEGETATION OR PAVING. THE MINIMUM INSPECTION
UNTIL ALL DISTURBED AREAS ARE STABILIZED WITH
OUT THROUGHOUT THE CONSTRUCTION PERIOD AND
INSPECTION AND MAINTENANCE SHALL BE CARRIED
A REGULAR BASIS AS OUTLINED HEREIN:
MEASURES SHALL BE INSPECTED AND MAINTAINED ON
5. ALL SEDIMENTATION AND EROSION CONTROL
RESIDENT ENGINEER.
DISCREPANCIES SHALL BE REPORTED TO THE
CONTRACTOR PRIOR TO CONSTRUCTION. ANY
CONDITIONS SHALL BE FIELD VERIFIED BY THE
4. ALL DIMENSIONS,ELEVATIONS AND EXISTING
EXISTING UTILITIES AND PROPOSED CONSTRUCTION.
ENGINEER SHOULD THERE BE ANY CONFLICT BETWEEN
3. THE CONTRACTOR SHALL NOTIFY THE RESIDENT
COMPANY REPRESENTATIVES.
COORDINATE ACTIVITIES WITH INDIVIDUAL UTILITY
STARTING CONSTRUCTION. CONTRACTOR TO
1-800-922-4455, AT LEAST 48 HOURS PRIOR TO
FOR ALL DAMAGE. CALL BEFORE YOU DIG
SUPPORT ALL UTILITIES AND SHALL BE RESPONSIBLE
OPERATIONS. THE CONTRACTOR SHALL ADEQUATELY
AND FEATURES THAT MAY AFFECT HIS CONSTRUCTION
ELEVATIONS, AND EXISTENCE OF ALL SUCH UTILITIES
PRIOR TO BIDDING, THE SIZE, LOCATIONS,
2. THE CONTRACTOR SHALL DETERMINE FOR HIMSELF ,
PERFORMED BY THE CDOT.
PROJECTS 53-98 AND 53-100. FIELD SURVEY WAS
INFORMATION FROM AS-BUILT PLANS OF STATE
FOR THIS PROJECT WAS DEVELOPED USING
1. THE BASE MAP SHOWING EXISTING CONDITIONS
ELEVATION OF THE TOP OF THE FOUNDATION/HANDHOLE.
FINISHED GRADE IS NOT GREATER THAN THE
SHALL BE ADJUSTED IN THESE AREAS SO THAT
PROCESSED AGGREGATE), THE DEPTH OF THE FILL
AREAS OF PROPOSED FILL (TURF ESTABLISHMENT AND
FOUNDATIONS AND CONCRETE HANDHOLES LOCATED IN
18. WHERE THERE ARE EXISTING LIGHT STANDARD
THE SPECIAL PROVISIONS.
AND M.04 MIX DESIGNATION EQUIVALENCY " FOUND IN
MIX(HMA). "SEE NOTICE TO CONTRACTOR- SECTION 4.06
AND SPECIAL PROVISIONS REFERS TO HOT ASPHALT
17. ALL MENTION OF SUPERPAVE FOUND N THE PLANS,
CONSTRUCTED.
SHALL BE
c. PAVEMENT TRANSITIONS FOR UNDERPASS BRIDGES
TO MATCH EXISTING GRADE.
AND PAVED
b. SHOULDERS AND CLIMBING LANES SHALL BE MILLED
FOR TWO WEEKS.
FULLY FUNCTIONAL
a. EDGEDRAIN SYSTEMS SHALL BE INSTALLED AND
16. PRIOR TO RUBBLIZATION;
CATCH BASIN".
BE RECONSTRUCTED WILL BE PAID FOR AS"REBUILD
15. ALL CATCH BASINS CALLED FOR ON THE PLANS TO
FLOODING.
MATERIAL OR EQUIPMENT CAN BE REMOVED PRIOR TO
PREVENT IT FROM FLOATING AWAY OR THAT SUCH
FIRMLY ANCHORED, RESTRAINED OR ENCLOSED TO
FLOODS AND PROVIDED THAT SUCH MATERIAL IS
EQUIPMENT IS NOT SUBJECT TO MAJOR DAMAGE BY
FLOOD ELEVATION PROVIDED THAT SUCH MATERIAL OR
EQUIPMENT MAY BE STORED BELOW THE 500 YEAR
YEAR FLOOD ELEVATION OF 31.9. OTHER MATERIAL OR
EVENT OF FLOODING IS PROHIBITED BELOW THE 500
TO HUMAN HEALTH OR THE ENVIRONMENT IN THE
14. STORAGE OF MATERIALS THAT COULD BE INJURIOUS
BEGINNING OF CONSTRUCTION.
13. ALL PERMITS ARE TO BE ACQUIRED PRIOR TO THE
EXCAVATION".
ABANDONED WILL BE PAID FOR AS "ROCK-IN-TRENCH
12. ALL EXISTING DRAINAGE STRUCTURES TO BE
EXCAVATION" FOR STRUCTURES.
EXCAVATION" FOR PIPES AND "ROCK-IN-TRENCH
BE REMOVED SHALL BE PAID FOR AS "TRENCH
11. ALL EXISTING DRAINAGE PIPE AND STRUCTURES TO
R=3819.724
ROUTE 2 WB
PT = 228+98.74
SHALL BE CLEANED.
9. ALL DRAINAGE STRUCTURES AND PIPES WITHIN THE PROJECT LIMITS
AS IN LOCATIONS DIRECTED BY THE ENGINEER.
INSTALLED AROUND ALL CATCH BASINS LOCATED IN LOW POINTS AS WELL
8. DURING CONSTRUCTION, SEDIMENTATION CONTROL SYSTEMS WILL BE
DRAINGE FLOWS ARE MAINTAINED THROUGHOUT CONSTRUCTION.
7. THE CONTRACTOR IS RESPONSBLE TO ENSURE THAT PROPER STORM
6. C.D.O.T. TYPE B GRATES SHALL BE USED FOR ALL CATCH BASINS.
BE WEEKLY AND OR AFTER MAJOR STORMS.
WITH VEGETATION OR PAVING. THE MINIMUM INSPECTION PERIOD SHALL
CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE STABALIZED
INSPECTION AND MAINTENANCE SHALL BE CARRIED OUT THROUGHOUT THE
INSPECTED AND MAINTAINED ON A REGULAR BASIS AS OUTLINED HEREIN:
5. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE
DISCREPANCIES SHALL BE REPORTED TO THE RESIDENT ENGINEER.
FIELD VERIFIED BY THE CONTRACTOR PROIR TO CONSTRUCTION. ANY
4. ALL DIMENSIONS,ELEVATIONS AND EXISTING CONDITIONS SHALL BE
CONSTRUCTION.
THERE BE ANY CONFLICT BETWEEN EXISTING UTILITIES AND PROPOSED
3. THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER SHOULD
COMPANY REPRESENTATIVES.
CONTRACTOR TO COORDINATE ACTIVITIES WITH INDIDUAL UTILITY
1-800-922-4455, AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION.
AND SHALL BE RESPONSIBLE FOR ALL DAMAGE. CALL BEFORE YOU DIG
OPERATIONS. THECONTRACTOR SHALL ADEQUATELY SUPPORT ALL UTILITIES
SUCH UTILITIES AND FEATURES THAT MAY AFFECT HIS CONSTRUCTION
BIDDING, THE SIZE, LOCATIONS, ELEVATIONS, AND EXISTENCE OF ALL
2. THE CONTRACTOR SHALL DETERMINE FOR HIMSELF , PRIOR TO
CDOT.
PROJECTS 53-98 AND 53-100. FIELD SURVEY WAS PERFORMED BY THE
WAS DEVELOPED USING INFORMATION FROM AS-BUILT PLANS OF STATE
1. THE BASE MAP SHOWING EXISTING CONDITIONS FOR THIS PROJECT
DESIGNATION EQUIVALENCY " FOUND IN THE SPECIAL PROVIAIONS.
NOTICE TO CONTRACTOR- SECTION 4.06 AND M.04 MIX
SPECIAL PROVISIONS REFERS TO HOT ASPHALT MIX(HMA). "SEE
16. ALL MENTION OF SUPERPAVE FOUND N THE PLANS, AND
CONSTRUCTED.
c. PAVEMENT TRANSITIONS FOR UNDERPASS BRIDGES SHALL BE
TO MATCH EXISTING GRADE.
PAVED
b. SHOULDERS AND CLIMBING LANES SHALL BE MILLED AND
FOR TWO WEEKS.
FUNCTIONAL
a. EDGEDRAIN SYSTEMS SHALL BE INSTALLED AND FULLY
15. PRIOR TO RUBBLIZATION;
RECONSTRUCTED WILL BE PAID FOR AS"REBUILD CATCH BASIN".
14.ALL CATCH BASINS CALLED FOR ON THE PLANS TO BE
CAN BE REMOVED PRIOR TO FLOODING.
FROM FLOATING AWAY OR THAT SUCH MATERIAL OR EQUIPMENT
FIRMLY ANCHORED, RESTRAINED OR ENCLOSED TO PREVENT IT
DAMAGE BY FLOODS AND PROVIDED THAT SUCH MATERIAL IS
SUCH MATERIAL OR EQUIPMENT IS NOT SUBJECT TO MAJOR
STORED BELOW THE 500 YEAR FLOOD ELEVATION PROVIDED THAT
ELEVATION OF 31.9. OTHER MATERIAL OR EQUIPMENT MAY BE
FLOODING IS PROHIBITED BELOW THE 500 YEAR FLOOD
HUMAN HEALTH OR THE ENVIRONMENT IN THE EVENT OF
13. STORAGE OF MATERIALS THAT COULD BE INJUROUS TO
OF CONSTRUCTION.
12. ALL PERMITS ARE TO BE AQUIRED PRIOR TO THE BEGINNIG
WILL BE PAID FOR AS "ROCK-IN-TRENCH EXCAVATION".
11. ALL EXISTING DRAINAGE STRUCTURES TO BE ABANDONED
PIPES AND "ROCK-IN-TRENCH EXCAVATION" FOR STRUCTURES.
REMOVED SHALL BE PAID FOR AS "TRENCH EXCAVATION" FOR
10. ALL EXISTING DRAINAGE PIPE AND STRUCTURES TO BE
GENERAL NOTES:
ROUTE 2 EB
19+37.96
15+00
215+00
220+00225+00
230+00
235+00
240+00
245+00 250+00
255+00
260+00
265+00
12+37.05
10+00
5+00
1+00
S413845.00"E
S542959.00"E
S163845.54"E
S413954.84"E
S411458.10"E
S663008.19"ES523421.30"E
R=822.000
R=822.000
R=2291.833R=822.000
WB ON RAMPNEIPSIC RD.
EB OFF RAMP
NEIPSIC RD.
CLIMBING LANE
TAPER
CO
MMERCE STR
EET
NEIPSIC
RD.BR
IDGE NO. 1706
STRUCTURENO. 01700
BRIDGE NO. 01701A
BRIDGE NO. 01701B
PC = 246+34.96
PC = 10+00
PT = 12+20
PC = 14+03.99
PT = 256+45.07
PC = 9+61.61
PT = 11+46.02
PT = 17+62.93
PC = 264+60.63
PC = 219+70.09
BEGIN STATE PROJECTSTA 215+00
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
HWY-02
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
HWY-14 HWY-15HWY-16
E.C. BARTHOLOMEW
A.L. NAFIS
GLASTONBURY
HWY-12
HWY-13
HWY-17
HWY-18
HWY-19
INDEX PLAN 2
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
0
SCALE IN FEET
SCALE 1"=200
200 400
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_02_INX.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
CLIMBING LANE
280+00 285+00 290+00 295+00 300+00 305+00 310+00
315+00
320+00
325+00
275+00
270+00
S812012.29
"E
S712209.49"E
R=2864.789R=6875.49
4ROUTE 2 WB
ROUTE 2 EB
PT = 279+66.62 PC = 306+06.94
PT = 318+03.04
325+
00
330+
00
335+0
0
340+00345+00
350+00
360+00
355+00
R=22
91.83
1
R=2963.575
R=2963.575
ROUTE 2 W
B
ROUT
E 2
EB
CLIM
BING
LANE
TAPE
R
CLIM
BING
LANE
CLIM
BING
LANE
TAPE
R
PC = 3
27+1
7.35
PCC = 337+
60.58
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
HWY-03
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
E.C. BARTHOLOMEW
A.L. NAFIS
GLASTONBURY
HWY-20 HWY-21 HWY-22
HWY-23
HWY-24 HWY-25 HWY-26 HWY-27
INDEX PLAN 3
HWY-28
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
0
SCALE IN FEET
SCALE 1"=200
200 400
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_03_INX.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
BL STA. 395+23.58 EQUALS
PC = 5+00 56.5 FT. LT.
360+
00
365+00
370+00 375+00 380+00
385+00
390+00
395+00
400+00
405+
00
10+0
0
1+00
5+00
15+00
7+08.22
16+33.11 10
+00
5+00
N254621.72"W
S04214
2.96"E
S261821.54"E
S093248.79"W
RD.
QUARRY
2
2
ROARIN
G BROOK
83
80.44
ELEV.
SWAMP
INLET
DROP
DROP INLET
R=1422.000
R=88
2.000
R=190
9.858
ROUTE 2 WB
ROUTE 2 EB
WB O
NRAM
P-RT
E. 83
EB OFF R
AMP RTE.
83
CLIMBING LANE
CLIMBING
LANE
TAPER
RO
AD
QU
ARR
Y
RO
ARIN
G BRO
OK
MANCHESTER RD (RTE. 83)
BRIDGE NO. 01702
BRIDGE NO. 01703
BRIDGE NO. 01704B
BRIDGE NO. 01704A
PT = 371+12.45 PC = 396+
59.96
PCC = 11+
32.87
PT = 12+9
2.24
PC = 9
+44.07
410+00415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00
460+00
465+
007+08.22
16+33.11
10+00
10+00
12+62.
33
1+52.2
6
5+00
15+00
10+00S51
1342.50
"E
S651138.20"E
S304938.96"E
S4622
09.64"E
N4622
09.73"W
N154938.26"W
N254621.72"WMANCHESTER RD.
R=824.000
R=354.000
R=822.000
R=822.0
00R=4822.000
R=818.51
0
R=2864.83
6
S304938.26"E
ROUTE 2 WB
ROUTE 2 EB
EB OFF RAMP RTE. 83
EB ONRAM
P-
RTE. 83
WB OFFRAMP-RTE. 83
EB ONR
AMP-W
ASSUC
RD.
01707
MANCHESTER RD (RTE. 83)
WASSUC R
OAD
4" BROKEN WHITE LINE
BRIDGE NO. 01705
BRID
GE
NO.
01707
PC = 30+79.74
PC = 454+9
0.67
PT = 32+79
.25
STA. 41+50.
17
PT = 4
72+5
8.01
PC = 9+44.07PT = 410+05.76
PT = 10+87.10
PC = 9+20.13
PT = 11+79.67
PC = 14+84.80
PT = 17+00
PC = 6+23.17
PCC = 8+04.25
PT = 10+50
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
HWY-04
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
REQUIRED
SLOPE ASTRAVEL LANE TRAVEL LANE
REQUIRED
SLOPE AS
REQUIRED
SLOPE AS
SHOULDERSHLDR.
TRAVEL LANE TRAVEL LANESHOULDER SHLDR.
TRAVEL LANE TRAVEL LANE SHOULDER
TRAVEL LANE TRAVEL LANESHOULDER
E.C. BARTHOLOMEW
A.L. NAFIS
6 44
6 4 10 6
610
CLEAR ZONE
6 4 10 6
CLEAR ZONE
6 610
DETAIL "A"
SEE DETAIL "A"
SEE
REQUIRED
SLOPE AS
REQUIRED
SLOPE AS
SHLDR.
REQUIRED
SLOPE AS
REQUIRED
SLOPE AS
REQUIRED
SLOPE AS 44
SHLDR.
GLASTONBURY
TYPICAL SECTIONS 1
*
*
12:1
12:1
12:1
1
1
23
85
9
9
1412121318
**
65
9
9
7
12
8
18
**
** CROSS SLOPE TO EXISTING BANK (0.015 MIN)
12:1
518
1.5% 1.5%4%
12
1.5%4%-6%
5
138
1.5%
1
1
14
12
12
3
12:1
2
6 18
18
7
9
6
8
1510
14
9
13
15
10
15
23
18
915 97
15 1518
23
6
718
14
13
6
13
14
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
NOT TO SCALE
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_04_TYP.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
WESTBOUND
EASTBOUND
30
* MINIMUM 0.04 FT/FT W/O CURB AND 0.06 FT/FT W/CURB
GROUND
EXISTING
GROUND
EXISTING
WESTBOUND
EASTBOUND
ROUTE 2 SUPER ELEVATED BANKED SECTION FOR MILLING, RUBBLIZATION AND OVERLAY
ROUTE 2 NORMAL SECTION FOR MILLING, RUBBLIZATION ,AND OVERLAY
4-6%
GROUND
EXISTING
30
4-6%
4 412 12
12 12
12 12
12 12
4
PROCESSED AGGREGATE18.
MILL 3" - MAX.17.
3" HMA S0.5 (1 LIFT)16.
4" EDGEDRAIN15.
"EARTH EXCAVATION")
WILL BE PAID FOR UNDER THE ITEM
REMOVE CURBING (REMOVAL OF B.C.L.C. 14.
BITUMINOUS CONCRETE PARK CURBING13.
350) AS REQUIRED
METAL BEAM RAIL (TYPE R-B 350, TYPE MD-B
3-CABLE GUIDE RAILING (I-BEAM POSTS) 12.
(MAX.)
TURF ESTABLISHMENT WITH 6" TOPSOIL 11.
MATERIAL FOR TACK COAT10.
TO ADJACENT CONCRETE
MILL SHOULDERS / CLIMBING LANES FLUSH 9.
PAVEMENT
RUBBILIZATION OF EXISTING CONCRETE 8.
MILL TO TOP OF CONCRETE PAVEMENT 7.
BITUMINOUS CONCRETE PAVEMENT
APPROXIMATE LOCATION OF EXISTING 6.
CONCRETE PAVEMENT
APPROXIMATE LIMITS OF EXISTING 5.
S0.375
2" HMA S0.5 ON TOP OF 1 " HMA 4.
(2 LIFTS)
3.5" TO 5" HMA S1 1 " HMA S0.375 3.
" TO 2 " HMA S0.375
4" HMA S0.5 (2 EQUAL LIFTS) ON TOP OF 1 2.
APPLICATION OF GRADE1.
TYPICAL SECTION NUMBERING KEY
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
10
10 10
10
10
10
REQUIRED
SLOPE AS
CROSS SLOPES
PAVEMENT
EXISTING
WIDTH
SHOULDER
REQUIRED
SLOPE AS REQUIRED
SLOPE AS
"A"
DETAIL
SEE
64
3 SHOULDER
11
4
64
3 SHOULDER
11
64814
4 SHOULDER
4
12:1
18
1
1.5% 4%
517
3
12:1
12
1716
VARIES
12:1
4
13 12
17
6
1:12
CROSS SLOPE
A B
7% MAX. DIFFERENCE
8 FT.
4%
1:12
CROSS SLOPE
1:4
STEEPER THAN
4% - 6%
1 **
12:1
2
TRAVEL LANE1
2% (MIN.)2%
5
3
9
21
2% (MIN) 2%
5
3
9
1210
2:1 MAX
18
8
1.5%
156
18
8
1.5%
15
6 13
14
10
106
14
6
EXISTING 9" CONCRETE
SUBBASE VARIES
10
16
248 13
14
* 4"- HMA POUROUS LAYER
18
18
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
NOT TO SCALE
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_05_TYP.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
RAMP SECTION FOR RESURFACING
WITH FLEXIBLE PAVEMENT
RAMP SECTION FOR RESURFACING
WITH RIGID PAVEMENT
DETAIL "A"
RAILING PLACEMENT
WITH CURB
RAILING PLACEMENT WITHOUT CURB
CLIMBING LANE
CLIMBING LANE
(IN CUT)
(IN FILL)
SHOULDER TREATMENT - HIGH SIDE OF BANK
*TYPICAL OR FLUSH WITH EDGE OF PAVEMENT
TRAVEL LANE
TRAVEL LANE SHOULDER
_
A B
** SLOPE MAY NOT BE STEEPER THAN 1:2 FOR 3-CABLE USE.
MAX. (I-BEAM POST)
*24" 12" THREE-CABLE GUIDE RAILING
4"24" 0 HIGH SPEED (V>8O km/h)
METAL BEAM RAIL (TYPE R-B 350)
C B A TYPE OF GUIDE RAIL
EDGEDRAIN
MILLING AND RUBBLIZATIONTO BE INSTALLED PRIOR TO
IN COST OF EDGE DRAIN.
* ITEMS TO BE INCLUDED
CLIMBING LANE
MATCH EXISTING GRADE
CLIMBING LANE
12:1
12:1 1
PROCESSED AGGREGATE18.
MILL 3" - MAX.17.
3" HMA S0.5 (1 LIFT)16.
4" EDGEDRAIN15.
"EARTH EXCAVATION")
WILL BE PAID FOR UNDER THE ITEM
REMOVE CURBING (REMOVAL OF B.C.L.C. 14.
BITUMINOUS CONCRETE PARK CURBING13.
350) AS REQUIRED
METAL BEAM RAIL (TYPE R-B 350, TYPE MD-B
3-CABLE GUIDE RAILING (I-BEAM POSTS) 12.
(MAX.)
TURF ESTABLISHMENT WITH 6" TOPSOIL 11.
MATERIAL FOR TACK COAT10.
TYPICAL SECTION NUMBERING KEY
7
7
109
MATCH EXISTING CONCRETE BASE
1
SHOULDER
A
1=
4
SHOULDER B
TRAVEL LANE
LANE
SHOULDER/CLIMBING
6" (TYP.)
1
6"
VARIES 24-28
12
4
12
THAN 3".
1.5" AND 3" EACH IF THICKNESS IF GREATER
THAN 3" AND IN EQUAL LIFTS BETWEEN
1. TO BE PLACED IN LIFTS OF NO MORETO ADJACENT CONCRETE
MILL SHOULDERS / CLIMBING LANES FLUSH 9.
PAVEMENT
RUBBILIZATION OF EXISTING CONCRETE 8.
MILL TO TOP OF CONCRETE PAVEMENT 7.
BITUMINOUS CONCRETE PAVEMENT
APPROXIMATE LOCATION OF EXISTING 6.
CONCRETE PAVEMENT
APPROXIMATE LIMITS OF EXISTING 5.
S0.375
2" HMA S0.5 ON TOP OF 1 " HMA 4.
3.5" TO 5" HMA S1 (2 LIFTS)3.
" TO 2 " HMA S0.375
4" HMA S0.5 (2 EQUAL LIFTS) ON TOP OF 1 2.
APPLICATION OF GRADE1.
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
CURB HEIGHT
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
HWY-05
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
E.C. BARTHOLOMEW
A.L. NAFIS
GLASTONBURY
TYPICAL SECTIONS 2
1:4
STEEPER THAN
* 3" (MIN.)- HMA S0.5 (TEMP.)
CONCRETE
* CUT BITUMINOUS
BITUMINOUS CONCRETE
3" EXISTING
GRAVEL BASE
6" EXISTING
* PROCESSED AGGREGATE BASE
4" EDGEDRAIN NO. 8 CRUSHED STONE *
GEOTEXTILE (TYP.) *
(MATCH EXISTING DEPTH) *
SUBBASE
(DEPTH VARIES - 3" MIN.)
CONCRETE OVERLAY
EXISTING BITUMINOUS
40 PER 1" DEPTH
TRANSITION LENGTH (MIN. 200)
RAMP
*
MIN. 360
MIN. 40 PER 1" DEPTH
TRANSITION LENGTH
SLAB
END OF APPROACH
END OF BRIDGE OR
1. REMOVE EXISTING CONCRETE TO LIMITS SHOWN ON THE PLANS
2. EXCAVATE 6" BELOW CONCRETE AND REPLACE WITH SUBBASE
3. REPLACE WITH HMA S1 TO EXISTING EXISTING GRADE
PRIOR TO RUBBLIZATION
AFTER RUBBLIZATION
1. MILL TEMPORARY HMA S1 TO LIMITS SHOWN
2. REPLACE WITH FINAL PAVEMENT SECTION AS SHOWN
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
NOT TO SCALE
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_06_TYP.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
AREA UNDER BRIDGE 75
REMOVE EXISTING CONCRETE
9" MIN.
75
REMOVE EXISTING CONCRETE
9" MIN.MIN. 360
MIN. 40 PER 1" DEPTH
TRANSITION LENGTH
SEQUENCE OF OPERATIONS AT BRIDGES
MAINLINE
EXISTING PAVEMENT
CONCRETE SLABS
REMOVE EXISTING
PRIOR TO CONTINUATION OF OVERLAY
* TEMPORARY TOUCHDOWN IS TO BE REMOVED
(SEE PLAN SHEETS)
TRANSITION LENGTH
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
HWY-06
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
E.C. BARTHOLOMEW
A.L. NAFIS
THE ENGINEER IN THE FIELD
LOCATION TO BE DETERMINED BY
TO THE NEAREST JOINT
REMOVE CONCRETE SLAB
EXISTING GRADE
MATERIAL FOR TACK COAT
2" HMA S0.5
ON 2" HMA S0.5
ON 1 " - 2 " HMA S0.375
AND REPLACE WITH SUBBASE
EXCAVATE 6" BELOW CONCRETE
HMA S1.
ON 2" HMA S0.5
ON 1 " - 2 " HMA S0.375
2" HMA S0.5
3 " - 5" HMA S1.
CONCRETE
RUBBILIZED
THE ENGINEER IN THE FIELD
LOCATION TO BE DETERMINED BY
TO THE NEAREST JOINT
REMOVE CONCRETE SLAB
HMA S1.
ON 2" HMA S0.5
ON 1 " - 2 " HMA S0.375
2" HMA S0.5
3 " - 5" HMA S1.
CONCRETE
RUBBILIZED AND REPLACE WITH SUBBASE
EXCAVATE 6" BELOW CONCRETE
EXISTING GRADE
MATERIAL FOR TACK COAT
2" HMA S0.5
ON 2" HMA S0.5
ON 1 " - 2 " HMA S0.375
EXISTING PAVEMENT SURFACE
2" HMA S0.5
2" HMA S0.5
1 " - 2 " HMA S0.375
3" - 4" HMA S1
RUBBILIZED CONCRETE
3"-0" HMA S0.375
(ONE-TWO LIFTS)
HMA S1.INCH
(TWO LIFTS)
2" HMA S0.5
MATERIAL FOR TACK COAT
MILLED PAVEMENT SURFACE
MILLING (3" TYP.)
END OF CONCRETE BASE
LOCATION TO BE DETERMINED
BY THE ENGINEER IN THE FIELD
CUT BIT. CONC. PAVEMENT
MATCH EXISTING GRADE
@ INTERSECTION
EXISTING PAVEMENT
HMA S0.50 OR
HMA S0.375
CUT BITUMINOUS CONCRETE PAVEMENT
MATERIAL FOR TACK COAT
EXISTING PAVEMENT SURFACE
MAINLINE TREATMENT OVER BRIDGES
MAINLINE TREATMENT UNDER BRIDGES MAINLINE OVERLAY TRANSITION TO RAMPS
TEMPORARY TOUCHDOWN DURING CONSTRUCTION
(TYPICAL BOTH SIDES)
(TYPICAL BOTH SIDES)
SEE TYPICAL SECTIONS
FOR OVERLAY DEPTH
GLASTONBURY
TYPICAL SECTIONS 3
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 215+00 TO 222+00
A.L.NAFIS
ROADWAY PLAN
HWY-07
E.C.BARTHOLOMEW
GLASTONBURY
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
MA
TC
H
TO
DR
AWIN
G
HW
Y-08
(HUBBARD BROOK)
SIGN NO 51- 2009
ELEV. = 86.0+/-APPROXIMATE 100 YEAR FLOOD LINE
ELEV.= 85.0+/-APPROXIMATE 100 YEAR FLOOD LINE
BITUMINOUS CONCRETE PARK CURBING
E 1045256.823
N 819403.884
STA 215+00
BEGIN S.P. 53-186
(WITH I-BEAM POSTS)
886-RESET 3 CGR
STA 217+56 TO STA 218+74
PAVEMENT FOR RAILING
REMOVE BCLC
PARK CURB
BITUMINOUS CONCRETE
RESET 3 CGR (WITH I-BEAM POSTS)
ANCHORAGE
RESET RAIL
ANCHORAGE
REST RAIL
218+74
STA 217+56 TO STA
PAVEMENT FOR RAILING
(SEE HIGHWAY DETAILS)
PAVEMENT RESTORATION
CUT CONCRETE PAVEMENT
BEGIN OVERLAY
(WITH I-BEAM POSTS)
BEGIN RESET 3 CGR
EDGEDRAIN WITH CHA
18- 4" OUTLET FOR
W/CLASS "A" CONGRETE
REMOVE CB AND PLUG PIPE
INV= 84.0
15" METAL CULVERT END
INV= 93.0
TYPE "C" CATCH BASIN
487-4" EDGEDRAIN
MATCH EXISTING INVERT
TYPE"C" CATCH BASIN
4 - 15" CCMP
8- 4" OUTLET FOR EDGEDRAIN
W/ CLASS A CONCRETE
REMOVE CB AND PLUG PIPE
143 - 4" EDGEDRAIN
137- 4" EDGEDRAIN
12- 4" OUTLET FOR EDGEDRAIN WITH CHA
12- 4" OUTLET FOR EDGEDRAIN WITH CHA
162- 4" EDGEDRAIN
(SEE HIGHWAY DETAILS)
RIPRAP APRON
TYPE A MODIFIED
INV=84.0
15" METAL CULVERT END
INV= 91.0 IN & OUT
MANHOLE
38 - 15" RCP
439- 4" EDGEDRAIN
6- 15" CCMP ELBOW
16- 15" CCMP W/
6- 15" CCMP ELBOW
22- 15"CCMP W/
AND OVERLAY
MILL, RUBBLIZE,
OVERLAY
MILL AND
(HUBBARD BROOK)
SIGN NO 51-2009
BEGIN OVERLAY
(WITH I-BEAM POSTS)
RESET 3 CGR
BEGIN RUBBLIZATION STA 216+80
END MILL AND OVERLAY AND
(SEE HIGHWAY DETAILS)
TYPE "A" MODIFIED RIPRAP APRON
(WITH I-BEAM POSTS)
BEGIN RESET 3 CGR
IN& OUT
INV=91.38
TYPE C CATCH BASIN
REMOVE BCLC
INV= 93.04
TYPE C CATCH BASIN
BEGIN RUBBLIZATION STA 216+80
END MILL AND OVERLAY AND
DELTA=135547"
TAN=466.624
L=928.647
R=3819.724
CURVE NO. 27
RTE 2
POSTS)
RESET 3 CGR (WITH I-BEAM
PARK CURB
BITUMINOUS CONCRETE
18- 4" OUTLET FOR EDGEDRAIN WITH CHA
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_07_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
ROUTE 2 WEST BOUND
ROUTE 2 EAST BOUND STA. 218+24 TO 222+00 LT.
STA. 218+24 TO 222+00 LT.
INSTALLATION OF TEMPORARY PAVEMENT MARKINGS.
LANE SIGNS ARE TO BE REMOVED JUST PRIOR TO THE FIRST
WITH THE STANDARD SHEET TR-1210_01. ALL EXISTING CLIMBING
ON-RAMP FROM ROUTE 83 SHALL BE RE-STRIPED IN ACCORDANCE
AND HWY-24. THE ACCELERATION LANE FOR THE EASTBOUND
AS A 14 SHOULDER AS SHOWN ON THE DRAWING NOS. HWY-23
IN THE VICINITY OF EXIT 10 ON/OFF RAMPS SHALL BE RE-STRIPED
THE EXISTING CLIMBING LANE IN THE EASTBOUND DIRECTION
NOTE:
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
BEGIN BRID
GE (C
OM
MERCE STR.)
STA.
10+46.84
BACK OF ABUT.
BEGIN B.C.L.C.
END B.C.L.C.
TYPE D-G ENDWALL
TYPE C CB (WITHOUT BOTTOM)
TYPE C-G CB
ENDWALL
TYPE C CB (WITHOUT BOTTOM)
(WITHOUT BOTTOM)
24" RCP
24" RCP
3 C.G.R.
3 C.G.R.
3 C.G.R.
3 C.G.R.
3 C.G.R.
3 C.G.R.
BEGIN B.C.L.C. B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
ENDWALL
END B.C.L.C.BEGIN B.C.L.C.
R-B SYSTEM 5&6
MBR (TYPE R-I)
MBR (TYPE R-I)
MBR (TYPE R-1)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)BEGIN 3 C.G.R.
MBR (TYPE R-I)
MBR (TYPE R-I)
MBR (TYPE R-I)MBR (TYPE R-I)
MBR (TYPE R-I)
ROUTE 2 WEST BOUND
END B.C.L.C.
HU
BB
AR
D
BROO
K
INLET 1O1
INLET 202INLET 2O1
N 819118.184
E 1045630.133
PC = 219+70.09
CURVE 27210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00218+00
219+00 220+00 221+00222+00
N540702"W 498.39
N523237"W
498.03
N523301"W
598.80
S523230"E 599.38
S523642"E
S570758"E
B.M.-23 ELEV.=92.721
TOP OF BRASS DISK OF RANDOM
A-2501
598.85 TO E-129
498.03 TO W-29W-30 (PK)
N=819283.585E=1045525.500
W-31 (PK)
N=819586.686E=1045129.868
E-127 (PK)
N=819420.583E=1045127.059
E-128 (PK)
N=819056.631E=1045603.290
A-2501 (RANDOM)
N=819491.721E=1045022.941
391
381
390
380ST
ART
389
388
387
386
385
384
393E
ND
383
392
382
92.67
92.74
92.85
92.87
93.46
93.55
93.65 94.14 94.53
95.16
95.48
95.56
95.91
95.94
96.04
96.08
96.56
96.58
96.73
96.82
96.90
97.08
97.09
97.13
97.14 97.24
97.26
97.47
97.49 97.90
98.50
98.72 98.92 99.10 99.1799.45 99.78
N 819
600
E 1044800
N 819
200
E 1045200
N 819
600
E 1045200
N 819
600
E 1045600
N 818
800
E 1045600
O/H SIGN
2
2
CO
MMERCE
STREET
113.55
113.69
114.87
115.30
115.34
115.43
115.46
115.55
53-186
STA 222+00 TO 233+00 ROADWAY PLAN
HWY-08
GLASTONBURYRESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
E.C.BARTHOLOMEW
A.L.NAFIS
411- 4" EDGEDRAIN
RESET TYPE C CB
TYPE C CB TOP
4" EDGEDRAIN
4" EDGEDRAIN
18- 4" OUTLET FOR EDGEDRAIN WITH CHA
500- 4" EDGEDRAIN
RECONSTRUCT CB
TYPE C CBTOP
342 - 4" EDGEDRAIN
RESET TYPE C CB
TYPE C CB TOP
REMOVE BCLC
MA
TC
H
TO
DR
AWIN
G
HW
Y-07
MA
TC
H
TO
DR
AWIN
G
HW
Y-09
RESET TYPE C CB
TYPE C CB TOP
400 - 4" EDGEDRAIN
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
(WITH I-BEAM POSTS)
RESET 3 CGR
REMOVE BCLC
PARK CURB
BITUMINOUS CONCRETE
RESET RAIL ANCHORAGE
1680 - RESET 3 CGR (WITH I-BEAM POSTS)
PARK CURB
BITUMINOUS CONCRETE
AND OVERLAY
MILL,RUBBLIZE
OVERLAY
MILL AND
AND OVERLAY
MILL, RUBBLIZE
(WITH I-BEAM POSTS)
1210 - RESET 3CGR
(WITH I-BEAM POSTS)
1414 - RESET 3 CGR MILL AND OVERLAY
(WITH I-BEAM POSTS)
1065- RESET 3 CGR
DRAIN WITH CHA
12 - 4" OUTLET FOR EDGE
FOR EDGEDRAIN
24- 4" OUTLET
38 - 4" OUTLET FOR EDGEDRAIN
DRAIN WITH CHA
22- 4" OUTLET FOR EDGE
DRAIN WITH CHA
22- 4" OUTLET FOR EDGE
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_08_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
STA. 222+00 TO 233+00 LT.ROUTE 2 WEST BOUND
ROUTE 2 EAST BOUND STA. 222+00 TO 230+50 LT.
BITUMINOUS CONCRETE PARK CURBING
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
N 818648.541
E 1046428.620
ENDWALL
18"
RCP
15"
RCP
L-ENDWALL
WINGWALLENDWALL
ENDWALL
ENDWALL
ENDWALL
36"
ACC
MP
30"
ACC
MP
TYPE C-G CB
TYPE C DI
15" ACCMP W/6-15" ACCMP ELBOW
TYPE C CB
TYPE C CB
18"
RCP
18"
RCP
15" ACCMP
W/6 - 15"
ACCMP ELBOW
TYPE C DI
END 3 C.G.R.
3 C.G.R.
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
B.C.L.C.
ANCHORAGE (TYPE-1)
R-I CONC. END
ANCHORAGE (TYPE-1)
R-I CONC. END3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
PT = 228+98.74
CURVE 27
222+00
223+00
224+00
225+00
226+00227+00
228+00 229+00 230+00 231+00 232+00 233+00S570758"E
598.85 TO E-129
ELEV.=102.209B.M.-7
R.R. SPIKE IN 10" HICKORY IN THE
MEDIAN.100+/- WEST OF TARGET W-28
B.M.-24 ELEV.=101.787
D.H. IN S.E. CORNER OF THE
CONCRETE BASE FOR THE NEIPSIC
ROAD (EXIT 9) SIGN.LOCATED MILE
NORTH OF NEIPSIC ROAD EXIT
598.34
N662031"W
498.05 N611315"W
N540702"W
S570758"E
598.90 S651302"E
498.03 TO W-30
598.85 TO E-128
W-28 (PK)
N=818751.896E=1046365.545
W-29 (PK)
N=818991.673E=1045929.015
E-129 (PK)
N=818731.641E=1046106.278
E-130 (PK)
N=818480.595E=1046650.022
358
357
366E
ND
356
365
355
364
354
363
353
362
352
361
35136
0
350S
TART
359
99.78
N 8188
00
E 10468
00
N 8188
00
E 104640
0
SIGN
SIGN
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 233+00 TO 245+00
A.L.NAFIS
ROADWAY PLAN
HWY-09
E.C.BARTHOLOMEW
GLASTONBURY
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAY
MILL AND OVERLAY
REMOVE BCLC
PARK CURBING
BITUMINOUS CONCRETE
(WITH I-BEAM POSTS)
RESET 3 CGR
(WITH I-BEAM POSTS)
85 - RESET 3 CGR
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
RESET 3 CGR (WITH I-BEAM POSTS)
ANCHOR IN EARTH CUT SLOPE - 10ga
MBR (TYPE R-B 350 - 10ga)
500 - 4" EDGEDRAIN
478 - 4" EDGEDRAIN
510 - 4" EDGEDRAIN
388 - 4" EDGEDRAIN
496 - 4" EDGEDRAIN
496 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN500 - 4" EDGEDRAIN
430 - 4" EDGEDRAIN
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR
MA
TC
H
TO
DR
AWIN
G
HW
Y-08
MA
TC
H
TO
DR
AWIN
G
HW
Y-10
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_09_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
STA. 233+00 TO 233+26 LT.ROUTE 2 WEST BOUND
BITUMINOUS CONCRETE PARK CURBING
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
TYPE C-G CB
B.C.L.C.
END B.C.L.C. 3 C.G.R.
WING TYPE ENDWALL
TYPE DBBL C-L CBTYPE DBBL C-L CB
TYPE C-L CB
TYPE C-L CB
TYPE C-L CB
24"
RCP
30"
RCP
30"
RCP
30" RCP
30" RCP
END B.C.L.C.
MBR (TYPE R-I) END ANCHORAGE (TYPE-1)END ANCHORAGE (TYPE-1)
ANCHOR
CONCRETE END
ANCHORAGE (TYPE-1)
R-I CONC. END
ANCHOR
CONCRETE END
233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00
B.M.-6
D.H. IN SOUTH CONCRETE FOOTING
FOR THE (EXIT 8) GLASTONBURY
CENTER SIGN
598.09
N663454"W 598.41
N662934"W
599.09
S663206"E
600.24
S662846"E
W-26 (PK)
N=818273.112E=1047462.346
W-27 (PK)
N=818511.796E=1046913.601
E-131 (PK)
N=818242.046E=1047199.566
E-132 (PK)
N=818002.504E=1047749.937
N 8184
00
E 104760
0
N 8180
00
E 104760
0
2
2
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 245+00 TO 255+50 ROADWAY PLAN
HWY-10
GLASTONBURYRESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
MA
TC
H
TO
DR
AWIN
G
HW
Y-09
MILL AND OVERLAY
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAY
MILL AND OVERLAY
MILL AND OVERLAY
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
(WITH I-BEAM POSTS)
634 - RESET 3 CGR
(WITH I-BEAM POSTS)
550 - RESET 3 CGR
(WITH I-BEAM POSTS)
145 - RESET 3 CGR
BEGIN RESET 3 CGR - WB ON RAMP
END RESET 3 CGR - MAINLINE
MILL AND OVERLAY
REMOVE BCLC
REMOVE BCLC
PARK CURBING
BITUMINOUS CONCRETE
PARK CURBING
BITUMINOUS CONCRETE
REMOVE MBR
1494 REMOVE MBR
MBR (TYPE R-B 350 - 10ga)
(TANGENTIAL)
ATTENUATION SYSTEM
TYPE B IMPACT
ANCHORAGE
RESET RAIL
(TYPE R-B 350 - 10ga)
1695 - MBR
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
62 - 4" EDGEDRAIN
533 - 4" EDGEDRAIN
(SEE DETAILS - SHEET XX)
RIPRAP APRON
TYPE B MODIFIED
4 - 15" CCMP
MATCH EXISTING INVERT
TYPE C CB
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
161 - 4" EDGEDRAIN
EDGEDRAIN WITH CHA
4" OUTLET FOR
4 WIDE PAVED DITCH
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
MA
TC
H
TO
DR
AWIN
G
HW
Y-11
E.C. BARTHOLOMEW
A.L. NAFIS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_10_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
STA. 254+57 TO 255+00
WB ON RAMP - NEIPSIC ROAD STA. 2+02 TO 5+50
ROUTE 2 EAST BOUND
BITUMINOUS CONCRETE PARK CURBING
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
N 817956.287
E 1048020.868
N 817726.272
E 1048322.633
N 817583.333
E 1048489.006
N 817445.885
E 1048611.318
36" ACCMP
ENDWALL
WING TYP
E ENDWAL
L
TYPE C-
G CB
TYPE C-G CB
ENDWALL
TYPE C DI
15" ACCMP
15"
AC
CM
P
30"
RCP
36"
RCP
CONCRETE PARK CURBING
3 C.G.R.
BEGIN B.C.L.C. B.C.L.C.
BEGIN B.C.L.C.
B.C.L.C.
ENDWALL
3 C.G.R.
END ANCH
ORAGE (TY
PE-1)
END ANCH
ORAGE (TY
PE-1)
REDIRECTION END ANCHORAGE
MBR (TYPE R-I)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
ANCHOR
CONCRETE END
MBR (TYPE
R-I)
MBR (TYPE
R-I)
BEGIN 3 C
.G.R.
ANCHOR
CONCRETE
END
MBR (TYPE R-I)
+52
PC = 246+34.96
EB OFF RAMP NEIPSEC RD PC = 10+00
PT = 12+20
PC = 14+03.99ROUTE 2 STA. 250+15.057 60 RT
ROUTE 2 STA. 251+15.057 60 LT
WB ON RAMP NEIPSEC RD PC = 1+00
N 817769.163
E 1048472.806
10+00 11+00
12+00
13+00
14+00
15+00
1+00 2+00 3+004+00 5+00 6+00
CURVE 28
CURVE 29
CURVE 30
245+00
246+00
247+00
248+00
249+00250+00
251+00 252+00253+00
254+00
255+00
599.97 N445109"W
N611628"W
S551944"E
598.39 TO W-25
497.44 TO E-133
W-24 (PK)
N=817747.812
E=1048535.918
E-134 (PK)
N=817498.721E=1048607.111
500
501
502
503
523
524
525
B.M.-25
ELEV.=1
36.070
D.H. IN
S.E. CO
RNER O
F THE
CONCRE
TE BAS
E FOR
THE NE
IPSIC
ROAD ( EX
IT 9) SI
GN BAS
E
ELEV.=1
27.319
B.M.-6
D.H. IN
SOUTH
CONCRE
TE FOO
TING
FOR TH
E (EXIT
8) GL
ASTONB
URY
CENTER
SIGN
N611628"W
499.52
S634556"E
S551944"E
598.39 TO W-24
497.44 TO E-134
W-25 (PK)
N=818035.405
E=1048011.172
E-133 (PK)
N=817781.694
E=1048198.004
S
S
N 817
600
E 1048400
N 818
000
E 1048400
N 817
600
E 1048800
S
N 817
600
E 1048000
SIGN
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 255+50 TO 266+50
A.L.NAFIS
ROADWAY PLAN
HWY-11
E.C.BARTHOLOMEW
GLASTONBURY
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
MA
TC
H
TO
DR
AWIN
G
HW
Y-12
AND OVERLAY
MILL, RUBBLIZE,
TRANSITION TREATMENT (SEE DETAILS SHEET XX)
END RUBBLIZATION OF RAMP AND BEGIN
CUT 14 CONCRETE PAVEMENT
MILL AND OVERLAY
MILL AND OVERLAYOVERLAY
MILL AND
REMOVE BCLC
REMOVE BCLC
REMOVE BCLC
REMOVE BCLC
PARK CURBING
BITUMINOUS CONCRETE
PARK CURBING
BITUMINOUS CONCRETE
PARK CURBING
BITUMINOUS CONCRETE
PARK CURBING
BITUMINOUS CONCRETE
PARK CURBING
BITUMINOUS CONCRETE
ANCHORAGE
RESET RAILCONCRETE PAVEMENT
CUT 92 BITUMINOUS
CONCRETE PAVEMENT
CUT 102 BITUMINOUS
(WITH I-BEAM POSTS)
520 - RESET 3 CGR
(WITH I-BEAM POSTS)
800 - RESET 3 CGR
(WITH I-BEAM POSTS)
RESET 3 CGR
JERSEY SHAPE PARAPET - 10ga
R-B 350 BRIDGE ATTACHMENT
MATCH EXISTING INVERT
TYPE C CB
4 - 15" CCMP
4" EDGEDRAIN
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
678 MBR (TYPE R-B 350 - 10ga)
656 REMOVE MBR
REMOVE BCLC
998 - REMOVE MBR
975 - MBR (TYPE R-B 350 - 10ga)
OVERLAY
MILL AND
MILL AND OVERLAY
4" EDGEDRAIN
RESET TYPE C CB
TYPE C CB TOP
MATCH EXISTING INVERTS
TYPE C CB
4" EDGEDRAIN
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
MATCH EXISTING INVERT
TYPE C CB
4 - 15" CCMP
4 - 15" CCMP
RESET TYPE C CB
TYPE C CB TOP
INVERTS
MATCH EXISTING
TYPE C CB
4" EDGEDRAIN
OVERLAY
MILL AND REMOVE MBR
MBR (TYPE R-B 350 - 10ga)REMOVE BCLC
PARK CURBING
BITUMINOUS CONCRETE
REMOVE BCLC
PARK CURBING
BITUMINOUS CONCRETE
RCP
4 - 15"
RESET TYPE C CB
TYPE C CB TOP
(TYPE R-B 350 - 10ga)
500 - MBR
571 - REMOVE MBR
JERSEY SHAPE PARAPET - 10ga
R-B 350 BRIDGE ATTACHMENT
(SEE BRIDGE PLANS)
BRIDGE NO. 01701A
(SEE BRIDGE PLANS)
BRIDGE NO. 01701B
RESET TYPE C CB
TYPE C CB TOP
MA
TC
H
TO
DR
AWIN
G
HW
Y-10
RECONSTRUCT CB
TYPE C CB TOP
(SEE DETAILS DRAWING NO. HWY-06)
FULL DEPTH TREATMENT
END RUBBLIZATION AND BEGIN
CUT 24 CONCRETE PAVEMENT
(SEE DETAILS DRAWING NO. HWY-06
TRANSITION TREATMENT
END RUBBLIZATION OF RAMP AND BEGIN
CUT 14 CONCRETE PAVEMENT
(SEE DETAILS, DRAWING NO. HWY-06)
AND BEGIN RUBBLIZATION
END FULL DEPTH TREATMENT
CUT 24 CONCRETE PAVEMENT
(SEE DETAILS DRAWING NO. HWY-06)
AND BEGIN RUBBLIZATION
END FULL DEPTH TREATMENT
CUT 24 CONCRETE PAVEMENT
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_11_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
STA. 5+50 TO 6+98 LT.WB ON RAMP NEIPSIC RD.
STA. 255+50 TO 259+66 RT.ROUTE 2 EAST BOUND
ROUTE 2 WEST BOUND STA. 260+17 TO 260+68 RT
STA. 261+39 TO 263+54 RT.
STA. 258+7 TO 260+31 LT.
STA. 261+21 TO 266+50 LT.
STA. 261+58 TO 262+37 RT.
STA. 260+17 TO 260+51 LT.
STA. 262+24 TO 266+50 LT.
STA. 259+66 TO 259+78. RT.ROUTE 2 EAST BOUND
STA. 260+31 TO 260+43 LT.
STA. 262+12 TO 262+24 LT.
STA. 261+27 TO 261+39 RT.
STA. 261+46 TO 261+58 RT.
STA. 261+09 TO 261+21 LT.
STA. 260+68 TO 260+80 RT.ROUTE 2 WEST BOUND
STA. 260+51 TO 260+63 LT.
BITUMINOUS CONCRETE PARK CURBING
RESET GRANITE STONE TRANSITION CURB
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
B.C.L.C.
N 817134.906
E 1048784.803
N 817268.820
E 1049174.253 N 817145.859
E 1049311.165
N 817365.597
E 1048830.190
N 816752.424
E 1049367.919
2 PAVED
DITCH
30"
AM
MCP
36" ACCMP
15"
RCP
15"
RCP
TYPE C DI
TYPE C-G CB
TYPE C-G CB
ENDWALL
ENDWALL
TYPE C-L CB
TYPE C-L CB
3 C.G.R.
B.C.L.C.
ENDWALL
TYPE C DI
15" ACCMP WITH ACCMP ELBOW
15"
RCP
TYPE C CB
BEGIN B.C.L.C.
B.C.L.C.
ENDWALL
TYPE C DI
TYPE C CB
15"
RCP
15"
ACC
MP
TYPE C-G CB
WING TYPE ENDWALL
24"
ACCMP
60"
ACC
MP
43" X 24" ACCMP ARCH
TYPE C-L CB
54"
ACC
MP
WING TYPE ENDWALL
15"
ACC
MP
ENDWALL
ENDWALL
TYPE C DI
ENDWALL
15"
ACCM
P
15"
RCP
15"
ACC
MP
TYPE D-G ENDWALL
TYPE C DI
TYPE C CB
TYPE C DI
15"
ACC
MP
END B.C.L.C.
END B.C.L.C.
END B.C.L.C.
BEGIN B.C.L.C.
BEGIN B.C.L.C.END B.C.L.C.
END BCLC
BEGIN BCLC
END B.C.L.C.
END B.C.L.C.
B.C.L.C.
BEGIN G.S. T .C.
BEGIN G.S.T.C.
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
CONCRETE END
ANCHOR
CONCRETE END
MBR (TYPE R-I)
MBR (TYPE R-I)
MBR (TYPE R-I)
3 C.G.R. (I-BEAM POST)
MBR (TYPE R-I)
PT = 256+45.07
PC = 9+61.61
PT = 11+46.02
PT = 17+62.93
PC = 264+60.63
BEGIN G.S. T .C.
END B.C.L.C.BEGIN G.S. T .C.
END G.S. T .C.
BEGIN BCLC
END G.S. T .C.
BEGIN BCLC
END G.S. T .C.
BEGIN BCLC
END G.S. T .C.
END PORTLAND CEMENT CONCRETE
END PORTLAND CEMENT CONCRETE
15+00
16+00
17+00
18+00
19+00
6+00 7+00 8+009+00 10+00
11+00
12+00
CURVE 30
CURVE 31
CURVE 32
255+00
256+00
257+00
258+00
259+00
260+00
261+00
262+00
263+00
264+00
265+00
266+00
S 1048831.951
N 816977.213
STA 19+27
EAST BOUND RAMP ON RAMP NEIPSIC ROAD
497.39 N451533"W
597.63 N410532"W
498.87 S424949"E
597.65 S404920"E
BM-5
ELEV.=156.561
D.H. IN N.E CORNER OF NEIPSIC
ROAD BRIDGE ABUTMENT
ELEV.=158.251
D.H. IN S.E. CORNER OF NEIPSIC
ROAD BRIDGE ABUTMENT
BM-26
W-22 (PK)
N=816872.075E=1049351.868
W-23 (PK)
N=817322.479E=1048959.065
E-135 (PK)
N=817132.864E=1048946.258
E-136 (PK)
N=816680.596E=1049336.950
W-23A (PK)
N=817093.163E=1049320.152
W-23B (PK)
N=817321.444
E=1049134.552
E-134A (PK)
N=817291.753E=1048698.630
E-135A (PK)
N=816982.942E=1048802.715
S
S
S
S
S
2
2
NEIPSIC
ROAD
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 266+50 TO 277+00
A.L.NAFIS
ROADWAY PLAN
HWY-12
E.C.BARTHOLOMEW
GLASTONBURY
RESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAY
MILL AND OVERLAY
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAY
REMOVE BCLC
REMOVE BCLC
PARK CURB
BITUMINOUS CONCRETE
PARK CURB
BITUMINOUS CONCRETE
REMOVE MBR
REMOVE MBR
REMOVE MBR
350 - 10ga)
MBR (TYPE R-B
MBR (TYPE R-B 350 - 10ga)(TYPE I - 10ga)
R-B END ANCHORAGE
(TYPE I - 10ga)
R-B END ANCHORAGE
(WITH I-BEAM POSTS)
RESET 3 CGR
500 - 4" EDGEDRAIN
465 - 4" EDGEDRAIN
250 - 4" EDGEDRAIN
505 - 4" EDGEDRAIN307 - 4" EDGEDRAIN
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR 4" EDGEDRAIN
4" EDGEDRAIN
RESET RAIL ANCHORAGE
RESET RAIL ANCHORAGE
MA
TC
H
TO
DR
AWIN
G
HW
Y-11
MA
TC
H
TO
DR
AWIN
G
HW
Y-13
EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_12_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
STA. 266+50 TO 268+96 LT.ROUTE 2 EAST BOUND
ROUTE 2 WEST BOUND STA. 266+50 TO 266+80 LT.
BITUMINOUS CONCRETE PARK CURBING
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
ENDWALL
TYPE D-G ENDWALL
24"
ACC
MP
END B.C.L.C.
B.C.L.C.
END 3 C.G.R.
MBR (TYPE R-I)
MBR (TYPE R-I)
MBR (TYPE R-I)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
MBR (TYPE R-I)
+02
END B.C.L.C.
CURVE 32
267+00
268+00269+00
270+00 271+00 272+00273+00
274+00
275+00
276+00
277+00
N562259"W
560.16 S455707"E
S572439"E
595.72 TO W-20
552.75 TO CP-10
W-21 (PK)
N=816521.960
E=1049705.166
E-137 (PK)
N=816272.733
E=1049769.339
CP-9 (IP)
N=816291.138
E=1049739.569
N562259"W
S572439"E
595.72 TO W-21
552.75 TO CP-9
ELEV.=
215.44
3
BM-29
TOP
OF S.E. BO
LT IN C
ONCR
ETE
ANCH
OR O
F 3
WIRE
GUIDE R
AIL.
LOCA
TED
90+/
- WES
T OF T
ARGE
T
E-138
BM-4
ELEV.=
214.40
9
R.R. S
PIKE IN
24" O
AK L
OCAT
ED
100+/
- EAS
T OF T
ARGE
T W-
20
W-20 (PK
)
N=816192.14
5
E=1050201
.257
E-138 (P
K)
N=815963.
236
E=105027
7.014
CP-10 (IP)
N=815993.
423
E=105020
5.287
N 816
400
E 1050000
N 816
000
E 1050000
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 277+00 TO 288+50 ROADWAY PLAN
HWY-13
GLASTONBURYRESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAY
MILL AND OVERLAY
MILL AND OVERLAY
AND OVERLAY
MILL, RUBBLIZE,
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
(WITH I-BEAM POSTS)
554 - RESET 3 CGR
(WITH I-BEAM POSTS)
145 - RESET 3 CGR
(WITH I-BEAM POSTS)
190 - RESET 3 CGR
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
398 - 4" EDGEDRAIN
4" EDGEDRAIN4" EDGEDRAIN
4" EDGEDRAIN4" EDGEDRAIN
500 - 4" EDGEDRAIN
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
MA
TC
H
TO
DR
AWIN
G
HW
Y-12
MA
TC
H
TO
DR
AWIN
G
HW
Y-14
E.C. BARTHOLOMEW
A.L. NAFIS
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_13_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
N 815926.624
E 1050606.593
S712209.49"E
CURVE NO. 32
RTE 2
Delta=300711"
Tan=770.830
L=1505.992
R=2864.789
TYPE D-G ENDWALL
WING TYPE ENDWALL
WING TYPE ENDWALL
54" AC
CMP
48" AC
CMP
3 C.G.R. (I-BEAM POST)3 C.G.R. CONC END ANCHORAGE (TYPE-1)
PT = 279+66.62
3 CGR (I-BEAM POST)
3 CGR (I-BEAM POST)
ROUTE 2 WEST BOUND
ROUTE 2 EAST BOUND
CONC END ANCHORAGE (TYPE-1)
CONC END ANCHORAGE (TYPE-1)
CONC END ANCHORAGE (TYPE-1)
CONC END ANCHORAGE (TYPE-1)
CURVE 32277+00
278+00279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00
570.59
N712242"W
595.96 N680603"W
836.90 S690517"E
431.96
N715450"W
W-18 (PK)
N=815787.666E=1051294.932
W-19 (PK)
N=815969.866E=1050754.216
E-139 (PK)
N=815751.098E=1050833.247
E-140 (PK)
N=815560.608E=1051397.673
CP-11 (IP)
N=815694.708E=1050987.056
420
421
422
423
424
425
N 81600
0
E 1050800
N 81560
0
E 1050800
N 81560
0
E 1051200
N 81600
0
E 1051200
2
2
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 288+50 TO 300+50 ROADWAY PLAN
HWY-14
GLASTONBURYRESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAY
MILL AND OVERLAY
RESET RAIL ANCHORAGE
RESET RAIL ANCHORAGE
RESET RAIL ANCHORAGERESET RAIL ANCHORAGE
(WITH I-BEAM POSTS)
RESET 3 CGR
(WITH I-BEAM POSTS)
264 - RESET 3 CGR
(WITH I-BEAM POSTS)
805 - RESET 3 CGR
(WITH I-BEAM POSTS)
410 - RESET 3 CGR
REMOVE BCLC
REMOVE BCLC
REMOVE BCLC
PARK CURBING
BITUMINOUS CONCRETE
PARK CURBING
BITUMINOUS CONCRETE
PARK CURBING
BITUMINOUS CONCRETE
ANCHORAGE
RESET RAIL
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN500 - 4" EDGEDRAIN
593 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
407 - 4" EDGEDRAIN
381 - 4" EDGEDRAIN
513 - 4" EDGEDRAIN
614 - 4" EDGEDRAIN18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR EDGEDRAIN WITH CHA
493 - 4" EDGEDRAIN
RESET TYPE C CB
TYPE C CB TOP
RESET TYPE C CB
TYPE C CB TOP
RESET TYPE C CB
TYPE C CB TOP
MA
TC
H
TO
DR
AWIN
G
HW
Y-13
MA
TC
H
TO
DR
AWIN
G
HW
Y-15
E.C. BARTHOLOMEW
A.L. NAFIS
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR
20 - 4" OUTLET FOR EDGEDRAIN
12 - 4" OUTLET FOR EDGEDRAIN
12 - 4" OUTLET FOR EDGEDRAIN
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_14_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
STA. 296+77 TO 300+50 LT.ROUTE 2 EAST BOUND
ROUTE 2 WEST BOUND STA. 294+10 TO 299+46 LT.
STA. 297+17 TO 300+50 RT.
BITUMINOUS CONCRETE PARK CURBING
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
S712209.49"E
TYPE C DI
TYPE C DI
WING TYPE ENDWALL
15"
ACC
MP
15"
ACC
MP
15"
ACC
MP
54"
ACC
MP
TYPE C DI
TYPE D-G ENDWALL
WING TYPE ENDWALL
48"
ACC
MP
3 C.G.R. (I-BEAM POST)3 C.G.R.
3 C.G.R. (I-BEAM POST)
ANCHORAGE (TYPE-1)
CONC. END3 C.G.R. (I-BEAM POST)
3 C.G.R.
BEGIN B.C.L.C. B.C.L.C.
BEGIN B.C.L.C.
B.C.L.C. END B.C.L.C.
B.C.L.C.
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
BEGIN B.C.L.C.
B.C.L.C.
CONC END ANCHORAGE (TYPE-1)
ROUTE 2 EAST BOUND
ROUTE 2 WEST BOUND
CONC END ANCHORAGE (TYPE-1)CONC END ANCHORAGE (TYPE-1)
CONC END ANCHORAGE (TYPE-1)
289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00
595.77
N712300"W
596.80
N711857"W
264.90
N703125"W
595.54
N712011"W 331.03
S720200"E
BM-3 ELEV.=265.535
R.R. SPIKE IN 10" MAPLE LOCATED
IN MEDIAN
BM-29
TOP OF N.E. BOLT IN CONCRETE ANCHOR OF 3 WIRE GUIDE RAIL.LOCATED 90+/- EAST OF TARGET
E-142
ELEV.=276.712
R.R. SPIKE IN 10" OAK LOCATED IN
MEDIAN BETWEEN TARGETS E-140
AND E-141
BM-28
W-16 (PK)
N=815406.290E=1052424.876
W-17 (PK)
N=815596.481E=1051860.277
E-140 (PK)
N=815560.608E=1051397.673
E-141 (PK)
N=815370.026E=1051961.900
E-142 (PK)
N=815179.593E=1052526.530
CP-12 (IP)
N=815281.703E=1052211.642430
431
432
433
434
426
427
428
429
N 81560
0
E 1052000
N 81560
0
E 1052400
N 81520
0
E 1052000
S
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 300+50 TO 312+50 ROADWAY PLAN
HWY-15
GLASTONBURYRESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
REMOVE BCLC
REMOVE BCLC
PARK CURB
BITUMINOUS CONCRETE
PARK CURB
BITUMINOUS CONCRETE
(WITH I-BEAM POSTS)
1562 - RESET 3 CGR
(WITH I-BEAM POSTS)
RESET 3 CGR
(WITH I-BEAM POSTS)
148 - RESET 3 CGR
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
4" EDGEDRAIN
4" EDGEDRAIN
4" EDGEDRAIN
4" EDGEDRAIN
300 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
350 - 4" EDGEDRAIN
503 - 4" EDGEDRAIN
495 - 4" EDGEDRAIN
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR EDGEDRAIN WITH CHA
MA
TC
H
TO
DR
AWIN
G
HW
Y-14
MA
TC
H
TO
DR
AWIN
G
HW
Y-16
E.C. BARTHOLOMEW
A.L. NAFIS
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
500 - 4" EDGEDRAIN
MILL AND OVERLAY
MILL AND OVERLAY
EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_15_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
STA. 300+50 TO 302+31 LT.ROUTE 2 EAST BOUND
ROUTE 2 WEST BOUND STA. 300+50 TO 302+39 RT.
BITUMINOUS CONCRETE PARK CURBING
ELEV.=315.063
TOP OF N.E. BOLT IN CONCRETE ANCHOR OF 3 WIRE GUIDE RAIL.LOCATED 90+/- EAST OF TARGET
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
Delta=95803"
Tan=599.560
L=1196.093
R=6875.494
S712209.49"E
N 815083.129
E 1053108.553
RTE 2
CURVE NO. 33
WING T
YPE
ENDW
ALL
TYPE DOUBLE C-L CB
54" RCP
ENDWALL
TYPE DOUBLE C-L CB
3 C.G.R. (I-BEAM POST)
3 C.G.R. (I-BEAM POST)
3 C.G.R.
3 C.G.R. (I-BEAM POST)
END B.C.L.C.
END B.C.L.C.
B.C.L.C.
PC = 306+06.94
ROUTE 2 EAST BOUND
ROUTE 2 WEST BOUND
CONC END ANCHORAGE (TYPE-1)
CURVE 33
301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00
309+00310+00
311+00312+00
595.52
N724735"W
N712218"W
443.69
N751005"W
152.88
N703228"W N712307"W
595.95 TO W-16
598.78 TO E-142
W-14 (PK)
N=815039.758
E=1053558.470W-15 (PK)
N=815215.926E=1052989.607
E-143 (PK)
N=814988.459E=1053093.990
E-144 (PK)
N=814823.953
E=1053667.044
CP-13 (IP)
N=814937.530
E=1053238.137
310
320
450
311
451
312
452
313
453
314
454
315
455
316
456
317
308
318
309
319
N 81480
0
E 1053600
N 81520
0
E 1053600
N 81520
0
E 1053200
N 81480
0
E 1053200
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 312+50 TO 324+50 ROADWAY PLAN
HWY-16
GLASTONBURYRESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
MILL AND OVERLAY
MILL AND OVERLAY
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAY
MILL AND OVERLAY
AND OVERLAY
MILL, RUBBLIZE,
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
(WITH I-BEAM POSTS)
RESET 3 CGR
(WITH I-BEAM POSTS)
540 - RESET 3 CGR
(WITH I-BEAM POSTS)
274 - RESET 3 CGR
(WITH I-BEAM POSTS)
100 - RESET 3 CGR
REMOVE BCLC
PARK CURB
BITUMINOUS CONCRETE
MILL AND OVERLAY
ANCHORAGE
RESET RAIL
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
600 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
145 - 4" EDGEDRAIN
500 - 4" EDGEDRAIN
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
500 - 4" EDGEDRAIN
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR EDGEDRAIN WITH CHA
4 - 15" CCMP
MATCH EXISTING INVERT
TYPE C CB
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
MA
TC
H
TO
DR
AWIN
G
HW
Y-15
MA
TC
H
TO
DR
AWIN
G
HW
Y-17
E.C. BARTHOLOMEW
A.L. NAFIS
RESET RAIL ANCHORAGE
ANCHORAGE
RESET RAIL
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_16_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
STA. 322+68 TO 324+50 LT.ROUTE 2 WEST BOUND
BITUMINOUS CONCRETE PARK CURBING
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
S812012.29
"E
CURVE NO. 33
RTE 2
Delta=95803"
Tan=599.560
L=1196.093
R=6875.494
N 814801.280
E 1054269.413
ENDWALL
WING TYPE ENDWALL
WING TYPE ENDWALL
WING TYPE ENDWALL
42"
RCP
48"
RCP
ENDWALL
15" ACCMP
TYPE C DI
3 C.G.R. (I-
BEAM POST)
3 C.G.R. (I-
BEAM POST)
3 C.G.R.
3 C.G.R. (I-
BEAM POST)
3 C.G.R.
3 C.G.R. (I-
BEAM POST)
PT = 318+03.04
ROUTE 2 EA
ST BOUND
ROUTE 2 WE
ST BOUND
BEGIN BCLC
BEGIN BCLC
CURVE 33
313+00
314+00
315+00
316+00
317+00
318+00
319+00
320+00
321+00
322+00
323+00
324+00
595.63
N811219"W
596.23
N773209"W
595.63
N811219"W
596.23
N773209"W
580.14
N811923"W
68.44
N843240"
W
529.03
N780348"W
BM-2
TOP OF S
.E. BOLT O
N 3 WIRE
CABLE
GUARD RA
IL CONC. A
NCHOR, 120
+/-
NORTH OF
THE POW
ER LINES
IN THE
MEDIAN
ELEV. =36
7.939
BM-30
R.R. SPIKE
IN 15" ASH
, 200+/-
EAST
OF TARGE
T E-144
ELEV.=379
.578
BM-31
D.H. IN TH
E S.E. COR
NER OF A
N END-
WALL AT
THE TURN
AROUND.S
OUTH
SIDE OF R
OAD
W-12 (PK)
N=814820.007
E=1054729.270
W-13 (PK)
N=814911.075
E=1054140.646
E-145 (PK)
N=814708.027
E=1054252.76
7
E-146 (PK)
N=814620.506
E=1054826.271
CP-14 (IP)
N=814714.534
E=1054184.637
300
301
302
303
304
305
306
307
BRUSH
2
2
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 324+50 TO 336+50 ROADWAY PLAN
HWY-17
GLASTONBURYRESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAYMILL AND OVERLAY
PARK CURBING
BITUMINOUS CONCRETE
(WITH I-BEAM POSTS)
RESET 3 CGR
(WITH I-BEAM POSTS)
2105 - RESET 3 CGR
(WITH I-BEAM POSTS)
RESET 3 CGR
MILL AND OVERLAY
CUT SLOPE - 10ga
ANCHOR IN EARTH
180 - REMOVE MBR
350 - 10ga)
232 - MBR (TYPE R-B
(TYPE I - 10ga)
R-B 350 END ANCHORAGE
ANCHORAGE
RESET RAIL
4" EDGEDRAIN
4" EDGEDRAIN
4" EDGEDRAIN
4" EDGEDRAIN
EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
22 - 4" OUTLET FOR
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
326 - 4" EDGEDRAIN
181 - 4" EDGEDRAIN
510 - 4" EDGEDRAIN
240 - 4" EDGEDRAIN
490 - 4" EDGEDRAIN
H.P.
MA
TC
H
TO
DR
AWIN
G
HW
Y-16
MA
TC
H
TO
DR
AWIN
G
HW
Y-18
E.C. BARTHOLOMEW
A.L. NAFIS
EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR
REMOVE BCLC
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
3/3/2013
BLOCK:
SIGNATURE/
...\HW_MST_0053_0186_03_17_PLN.dgn
Border Version: 11/14/08
Plotted Date:
CON
NECTICUT
DE
PA
RT
ME
NT
O F TRAN
S
PO
RT
ATI
ON
ROUTE 2 WEST BOUND STA. 324+50 TO 325+75 LT.
BITUMINOUS CONCRETE PARK CURBING
273 Dividend Road, Rocky Hill, CT 06067
www.westonandsampson.com
(860) 513-1473 (800) SAMPSON
R
+20
END B.C.L.C.
Delta=260451"
Tan=530.815
L=1043.235
R=2291.831
N 814663.560
E 1055173.292
RTE 2
CURVE NO. 34
TYPE C-G CB
WING TYPE ENDWALL
42"
RCP
42"
RCP
TYPE L EN
DWALL
3 C.G.R. (I-BEAM POS
T)
3 C.G.R. (I-
BEAM POST)
3 C.G.R.
3 C.G.R. (I-
BEAM POST)
MBR (TY
PE R-I)
PC = 327+17.35
S812012.29
"E
ROUTE 2 EAST BOUND
ROUTE 2 WEST BOUND
CURVE 34
325+00
326+00
327+00
328+00
329+00330+00
331+00 332+00333+00
334+00
335+00
336+00
N795321"W
321.58
N804926"W
275.48 TO E-147
850.06 TO CP
-8
S743945"E 925.78 TO CGS-54
02
ELEV.=392
.195
TOP OF S
.E. BOLT O
N 3 WIRE
CABLE
GUARD RA
IL CONC. A
NCHOR, 120
+/-
NORTH OF
THE POW
ER LINES
IN THE
W-11 (PK)
N=814751.898
E=1055221.042
CGS 5403X
N=814569.224
E=1055143.736
726.55 N631453"W
N795321"W
S743945"E
562.01 N670702"W
N784014"W 2
75.48 TO CGS-54
03x925.78 TO 5403x
850.06 TO W-1
2
E-147 (PK)
N=814515.105E=1055413.852
E-148 (PK)
N=814296.568E=1055931.636
W-10 (PK)
N=814619.650E=1055700.224
CP-8 (IP)
N=814670.775E=1055566.130
B.C.L.C.
N 81440
0
E 1055200
N 81480
0
E 1055600
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - - 53-186
STA 336+50 TO 348+00 ROADWAY PLAN
HWY-18
GLASTONBURYRESURFACING, BRIDGE, AND
SAFETY IMPROVEMENTS ON RT. 2
AND OVERLAY
MILL, RUBBLIZE,
AND OVERLAY
MILL, RUBBLIZE,
MILL AND OVERLAY
(WITH I-BEAM POSTS)
RESET 3CGR
MILL AND OVERLAY
RESET RAIL ANCHORAGE
REMOVE BCLC
PARK CURBING
BITUMINOUS CONCRETE
PARK CURBING
BITUMINOUS CONCRETE
ANCHORAGE
RESET RAIL
(WITH I-BEAM POSTS)
867 - RESET 3 CGR
(WITH I-BEAM POSTS)
436 - RESET 3 CGR
ANCHORAGE
RESET RAIL
ANCHORAGE
RESET RAIL
REMOVE BCLCRESET RAIL ANCHORAGE
508 - 4" EDGEDRAIN
546 - 4" EDGEDRAIN
600 - 4" EDGEDRAIN
483 - 4" EDGEDRAIN
4" EDGEDRAIN
4" EDGEDRAIN
18 - 4" OUTLET FOR EDGEDRAIN WITH CHA
12 - 4" OUTLET FOR EDGEDRAIN WITH CHA
RESET TYPE C CB
TYPE C CB TOP
RESET TYPE C CB
TYPE C CB TOP
MA
TC
H
TO
DR
AWIN
G
HW
Y-17
BITUMINOUS CONCRETE PARK CURBING
MA
TC
H
TO
DR
AWIN
G
HW
Y-19
E.C. BARTHOLOMEW
A.L. NAFIS
I-BEAM POSTS)
RESET 3CGR (WITH
28 - 4" OUTLET FOR EDGEDRAIN
12 - 4" OUTLET FOR EDGEDRAIN
FINAL DESIGN REVIEW
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40
40 800
SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING EST