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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
10/7/2014
BLOCK:
SIGNATURE/
...\FD_MSH_SD_0118_0167_SD001.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
SD-001
03 - SUPPORTING DOCUMENTS
118-167
REPAIR FACILITY
ROCKY HILL
INDEX OF DRAWINGS
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE DRAWING TITLE
SD-007
SD-006
SD-005
SD-004
SD-003
SD-002
SD-001
BORING LOGS - 2
EXISTING CONDITIONS & BORING LOCATIONS - 3
EXISTING CONDITIONS & BORING LOCATIONS - 2
EXISTING CONDITIONS & BORING LOCATIONS - 1
INDEX PLAN
INDEX OF DRAWINGS
BORING LOGS - 1
AGB
SAH
SD-008 PAY LIMITS FOR MAJOR LUMP SUM ITEMS
03.01
Area
Storage
Traffic Box
#1304
BURRIS LOGISTICS
N/F
PARIS VENTURES LLC
N/F YORK HILL TRAP ROCK QUARRY CO
N/F
YORK HILL TRAP ROCK QUARRY CO
N/F
YORK HILL TRAP ROCK QUARRY CO
N/F
NURSERIES INC
GARDNERS
N/F
HYD.
CL
&P
#4
98
FLAG POLE
W.G.
HY
D.
DELIN.
DELIN.
24" Oak
CL
&P
#4
95
W.G.
CL
&P
#4
96
CL
&P
#562
1
SAN. MH
HY
D.
W.G.
4" pine
W.G.
CL
&P#4
97
SAN. MH
DELIN.
12" cherry
G.G.
MON. WELL
36" oak
36" oak
DELIN.
DELIN.
36" oak
STR. MH
STR. MH
DELIN.
CL
&P#167
7
Gas Filler
GAS PUMPs
Gas Filler
30" Pin
e’s
WELL
MON.
CL
&P
#4
94s
H.H.’s
8" Pine’s
WOOD POST’s
12"OAK’s
Twin
WOOD POST’s
WELL
MON.
WOOD POST
(BIT)
Gate
GRAVEL
GRAVEL
MON. WELL
GRAVEL
Shetler Logic Salt Shed
GRAVEL
Gate(BIT)
Wood Salt Shed
Ramp
Truck
Steps
Wood
Asphalt Separation Area
Tank
Round Mag
(BIT)Gate
Shetler
Storage
Wood
3 Sided
Area
Material Storage
Maintence Outdoor
(BIT)
Gate
(BIT)
CONC WALK
STEP
CONC
STEP
CONC
CONC WALK
Conc Post
Metal
CO
NC
WA
LK
CONC WALK
Utility MH’s
BOX
ELEC.
AC Unit
STEP
CONC
Gas Meter
CNG
CNG Gas Meter
MH
Gate
Gate
24" Pin
es
12" oak
18" white oak
CO
NC
WA
LK
#660c
1 STY Metal Bldg
#660b
1 STY Metal Bldg
1 STY Metal Bldg
Metal Ret Wall
Woods
Woods
Woods
ELEC. Power source
Underground
15’’ CMP
10" Pvc
12" Pvc
8" Pvc
FL=131.55FL=132.45FL=132.55
MARSH
MARSH
Area
Wooded
Area
Wooded
Area
Wooded
A
PP
RO
X.
LO
C.
of 6"
Gas
Main (C
NG)
A
PP
RO
X.
LO
C.
12"
Water
Main (
MD
C)
Central Warehouse
2 Story Block & Metal Bldg
Earth leakoff
PAVED DITCH
Building
Rest Break
DBL YELLOW
Ret Wall
10’’ PVC
10’’ P
VC
10’’ P
VC
#499
BT=135.31
FL=135.31
FL=135.41
TF=149.41
BT=136.73
FL=136.73
FL=136.73
TF=146.43
WELL
MON.
WELL
MON.
A
PP
RO
X.
LO
C.
of 6"
Gas
Main (C
NG)
A
PP
RO
X.
LO
C.
12"
Water
Main (
MD
C)
APPROX. LOC. 8" Water Main
APPROX. LOC. 4" Water Main
W.G.
MeterWater
36 oak
8 cedar
8 cedar
6 cedar
24
mpl
36 oak
10 pin
e
MeterWater
DELIN.
WOOD POST
DELIN.
DELIN.
DELIN.
DELIN.
W.G.
MON. WELLMON. WELL
BOX
ELEC.
W.G.
6"Pvc
W.G.
15" White Pine
CL
&P
#167
8
W.G.
W.G.
W.G.W.G.
CL
&P
#5601
MON. WELL
W.G.W.G.
100’
110’
100’130
131
132
133
134
135
130
139
138
136
137
139
131132
133134
134 133 132
131
139
138
137
136
136
135
130
134
133132131129
128128
129130
139138
137136 135
134133
132131
138139
140
131 132 133134
135134
133132
136137
138139
140141
142
143
144
145
138
146147
148 149
138
137
136
139 140 141
142143
145146
134133
132
130130
128128
129
139
138
136 135
134
133
132
131
130
129
128129
130131
132
133
134
130129
128127
PP
130
131
132
133
134
135
130
139
138
136
137
139
131132
133134
134 133 132
131
139
138
137
136
136
135
130
134
133132131129
128128
129130
139138
137136 135
134133
132131
138139
140
131 132 133134
135134
133132
136137
138139
140141
142
143
144
145
138
146147
148 149
138
137
136
139 140 141
142143
145146
134133
132
130130
128128
129
139
138
136 135
134
133
132
131
130
129
128129
130131
132
133
134
130129
128127
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
REPAIR FACILITY SD-002
ROCKY HILL
INDEX PLAN
118-167SAH
AGB
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"=100’
100 2000
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
10/14/2014
BLOCK:
SIGNATURE/
...\FD_MSH_IND_0118_0167_SD002.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
NO WORK HOUR RESTRICTIONS
LEGEND:
LIMIT OF DISTURBANCE
C-018
C-015
C-012
C-005
C-002
D-002
SD-003
C-019
C-016
C-013
C-006
C-003
D-003
SD-004
C-020
C-017
C-014
C-011
C-008
C-007
C-004
D-004
SD-005
83
COORDINATE GRID A
D
CONNECTICUT
SEASONAND OUTSIDE OF THE WINTER STORM WORK TO BE PERFORMED AFTER HOURS
03.02
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
10/7/2014
BLOCK:
SIGNATURE/
...\FD_MSH_BOR_0118_0167_SD003.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
REPAIR FACILITY
ROCKY HILL
SD-003
SAH
AGB
EXISTING CONDITIONS &
118-167
MA
TC
H
MA
RK
SE
E S
D-004
BORING LOCATIONS - 1
N=792348.198
E=1022517.924
RTK-1 (IP)
N=792643.477
E=1022534.339
RTK-2 (PK)
55.8
6’
42.8
8’
34.4
1’
88.18’
72.15’
56.9
7’
cor of Bit
PK in
Cor of CLF
6" Birch
Dbl Nail
8" Mpl
Dbl Nail
12" Mpl
Dbl Nail
N=793375.228
E=1022404.923
CP-4 (PK)
N=793020.678
E=1022376.390
CP-3 (IP)
Salt Shed
Dock Conc Wk
1’ up SW Cor
24" Poplar
Dbl Nail
26" Poplar
Dbl Nail
54.58’
122.9
5’
141.41’
walls
Jersey
Lamp Post
PK in
loading ramp
End Conc
DH Top South
62.19’48.94’
74.6
8’
N=793677.631
E=1022300.675
CP-5 (PK)
31.42’
38.5
4’
20.02’
Cor of CLF
Cor of CLF
N=794003.175
E=1022308.317
CP-6 (PK)
39.85’31.6
1’
20.2
1’
Lamp Post
PK in
with PK in it
DH’s in Conc Wk
N=794432.775
E=1022207.986
CP-7 (PK)
N= 794865.129
E=1022142.448
RTK-3 (PK)
24.5
1’
16.6
1’
4.68’
Fe Post
DH 1ft up in
B.M.-7
CL
&P#4
97
36" oak
Dbl Nail
24.6
3’
17.88’
51.9
5’
Brook St
N= 794917.692
E=1022526.814
RTK-4 (PK)
30.6
0’
23.31’
72.88’
Brook St
FOR ALL ASSUMPTIONS, DEDUCTIONS, OR CONCLUSIONS IT MAY MAKE OR DERIVE FROM ITS EXAMINATION.
BE REPRESENTATIVE OF ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
IS GIVEN THAT THE PRESENCE OR ABSENCE OF WATER IN SUBSURFACE EXPLORATIONS AT THE TIME OF THESE EXPLORATIONS WILL
TYPICAL OF OTHER LOCATIONS OR THAT THEY HAVE REMAINED UNCHANGED SINCE THE FIELD DATA WAS OBTAINED. NO ASSURANCE
MADE ONLY AT THE SPECIFIC LOCATIONS INDICATED, AND NO ASSURANCE IS GIVEN THAT THESE CONDITIONS ARE NECESARILY
THE SUBSURFACE INFORMATION FURNISHED IS BASED ON THE INTERPRETATION BY THE DEPARTMENT, OF INVESTIGATIONS
NOTE:
LEGEND
BORING LOCATION
83
COORDINATE GRID A
D
CONNECTICUT
PARIS VENTURES LLC
N/F
CL
&P
#4
98
HY
D.
24" Oak
CL
&P
#4
95
CL
&P
#4
96
CL
&P
#5
621
SAN. MH
HY
D.
W.G.
CL
&P#4
97
12" cherry
G.G.
36" oak
36" oak
36" oak
STR. MH
RTK-3
387.9
4’
N82°
12’4
6.6
7"E
437.29’
S8° 37’10.24"E
CL
&P#167
7
Gas Filler
30" Pin
e’s
WELL
MON.
CL
&P
#4
94s
WELL
MON.
CHD(FND)
CO
NC
WA
LK
CONC WALK
CNG Gas Meter
Gate
Gate
24" Pin
es
12" oak
18" white oak
CO
NC
WA
LK
#660c
1 STY Metal Bldg
#660b
1 STY Metal Bldg
Metal Ret Wall
Woods
A
PP
RO
X.
LO
C.
of 6"
Gas
Main (C
NG)
DBL YELLOW
10’’ PVC
#499
BT=136.73
FL=136.73
FL=136.73
TF=146.43
WELL
MON.
WELL
MON.
A
PP
RO
X.
LO
C.
of 6"
Gas
Main (C
NG)
APPROX. LOC. 8" Water Main
APPROX. LOC. 4" Water Main
W.G.
MeterWater
36 oak
8 cedar
8 cedar
6 cedar
24
mpl
36 oak
10 pin
e
MeterWater
(FND)
CHD
135SPUR-408SP
UR-4
08
SP
UR-4
08
SP
UR-4
08
gate
gate
BM-6 13
7.2
24
30" pin
e
30" pin
e
15" White Pine15"
White Pin
e
12 oak
30" pin
e
36"
12"
clp
1678
CL
&P
#167
8
12"
30" pin
e
gate
36"
8"
gate
clp
1677
W.G.
12"
wm
CL
&P#4
95
W.G.
36304"
CL
&P#5621
36"
CL
&P#4
94s
W.G.
140
140
140
14
0
W.G.
clp
5601
CL
&P
#5601
24"
Oak
CL
&P#4
96
140.82
B_1
36" oak
18
white oak
36" oak
12" cherry
CL
&P#4
97
bm
7b
m-7
CL
&P#4
98
12"
wm
h2o
mh
36" oak
145
nn
W.G.W.G.
03.03
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
10/12/2014
BLOCK:
SIGNATURE/
...\FD_MSH_BOR_0118_0167_SD004.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
83
COORDINATE GRID A
D
CONNECTICUT
MA
TC
H
MA
RK
SE
E S
D-003
MA
TC
H
MA
RK
SE
E S
D-005
REPAIR FACILITY
ROCKY HILL
SD-004
SAH
AGB
118-167
EXISTING CONDITIONS &BORING LOCATIONS - 2
LEGEND
BORING LOCATION
FOR ALL ASSUMPTIONS, DEDUCTIONS, OR CONCLUSIONS IT MAY MAKE OR DERIVE FROM ITS EXAMINATION.
BE REPRESENTATIVE OF ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
IS GIVEN THAT THE PRESENCE OR ABSENCE OF WATER IN SUBSURFACE EXPLORATIONS AT THE TIME OF THESE EXPLORATIONS WILL
TYPICAL OF OTHER LOCATIONS OR THAT THEY HAVE REMAINED UNCHANGED SINCE THE FIELD DATA WAS OBTAINED. NO ASSURANCE
MADE ONLY AT THE SPECIFIC LOCATIONS INDICATED, AND NO ASSURANCE IS GIVEN THAT THESE CONDITIONS ARE NECESARILY
THE SUBSURFACE INFORMATION FURNISHED IS BASED ON THE INTERPRETATION BY THE DEPARTMENT, OF INVESTIGATIONS
NOTE:
Area
Storage
Traffic Box
131.97
B_2
#1304
BURRIS LOGISTICS
N/F
YORK HILL TRAP ROCK QUARRY CO
N/F
YORK HILL TRAP ROCK QUARRY CO
N/F
YORK HILL TRAP ROCK QUARRY CO
N/F
HYD.
FLAG POLE
W.G.
DELIN.
DELIN.
4" pine
DELIN.
DELIN.
DELIN.
STR. MH
DELIN.
CP-7
SPUR-1741
CP-6
CP-5
441.16’
S13° 8’43.91"E325.63’S1° 20’41.09"W
319.87’
S19°1’14.5
7"E
Gas Filler
GAS PUMPs
Gas Filler
H.H.’s
8" Pine’s
WOOD POST’s
12"OAK’s
Twin
WOOD POST’s
CHD(FND)CHD(FND)
N/F
CHD
N/F
CHDN/F
CHD
Wood Salt Shed
Ramp
Truck
Asphalt Separation Area
Tank
Round Mag
(BIT)Gate
Shetler
Storage
Wood
3 Sided
Area
Material Storage
Maintence Outdoor
(BIT)
Gate
(BIT)
CONC WALK
STEP
CONC
STEP
CONC
CONC WALK
Conc Post
Metal
Utility MH’s
Metal Beam Rail
BOX
ELEC.
AC Unit
STEP
CONC
Gas Meter
CNG
CNG Gas Meter
MH
#660b
1 STY Metal Bldg
1 STY Metal Bldg
Metal Ret Wall
WoodsWoods
ELEC. Power source
Underground
15’’ CMP
10" Pvc
12" Pvc
8" Pvc
FL=131.55FL=132.45FL=132.55
Central Warehouse
2 Story Block & Metal Bldg
PAVED DITCH
Building
Rest Break
Metal Beam Rail
Ret Wall
APPROX. LOC. 8" Water Main
APPROX. LOC. 4" Water Main
DELIN.DELIN.
DELIN.
DELIN.
DELIN.
130
130
130
130
130
130
W.G.
MON. WELLMON. WELL
BOX
ELEC.
135
135
135
135
135
135 135
135
135
135
135
W.G.
6"Pvc
W.G.
140
140
140
140
140
140
140
14
0
SPUR-961
145
145
145 145
145
145145
150
150
150
03.04
129.70
B_9
129.86
B_12
130.09
B_3
130.21
B_10
132.34
B_13
141.60
TEST_PIT_3
DELIN.
Spur-797
MON. WELL
DELIN.
SPUR-2094
RTK-1
SPUR-2093
Spur-2090
RTK-2
Spur-1176
CP-4
CP-3
SPUR-2605
355.70’S4° 36’3.81"W
408.94’
S22° 43’1
5.57"E
295.73’S3° 10’54.78"W
WOOD POST
CHD(FND)
CHD(FND)
N/F
CHD
N/F
CHD
(BIT)
Gate
GRAVEL
GRAVEL
MON. WELL
GRAVEL
Shetler Logic Salt Shed
GRAVEL
Gate(BIT)
Steps
Wood
MARSH
MARSH
Area
Wooded
Area
Wooded
Area
Wooded
Earth leakoff
135.11
TEST_PIT_1a
136.09
B_5
131.69
TEST_PIT_1
130.05
B_4
129.58
TEST_PIT_2
130.73
B_6
128.96
B_11
146.82
B_7
147.69
B_8
WOOD POST
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130
130 130
SPUR-2700
135
135
135
135
13
5
135
135
135
135
140
140
140
140
140
140
MON. WELL
145
145
14
5
145
145
Spur-2126
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
10/7/2014
BLOCK:
SIGNATURE/
...\FD_MSH_BOR_0118_0167_SD005.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
83
COORDINATE GRID A
D
CONNECTICUT
M
AT
CH
MA
RK
SE
E S
D-004
LEGEND
BORING OR TEST PIT LOCATION
FOR ALL ASSUMPTIONS, DEDUCTIONS, OR CONCLUSIONS IT MAY MAKE OR DERIVE FROM ITS EXAMINATION.
BE REPRESENTATIVE OF ACTUAL CONDITIONS AT THE TIME OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE
IS GIVEN THAT THE PRESENCE OR ABSENCE OF WATER IN SUBSURFACE EXPLORATIONS AT THE TIME OF THESE EXPLORATIONS WILL
TYPICAL OF OTHER LOCATIONS OR THAT THEY HAVE REMAINED UNCHANGED SINCE THE FIELD DATA WAS OBTAINED. NO ASSURANCE
MADE ONLY AT THE SPECIFIC LOCATIONS INDICATED, AND NO ASSURANCE IS GIVEN THAT THESE CONDITIONS ARE NECESARILY
THE SUBSURFACE INFORMATION FURNISHED IS BASED ON THE INTERPRETATION BY THE DEPARTMENT, OF INVESTIGATIONS
NOTE:
REUSE STOCKPILE STRUCTURAL FILL
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
REPAIR FACILITY
ROCKY HILL
SD-005
SAH
AGB
EXISTING CONDITIONS &BORING LOCATIONS - 3
118-167
03.05
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
10/8/2014
BLOCK:
SIGNATURE/
...\FD_MSH_BOR_0118_0167_SD006.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
REPAIR FACILITY
ROCKY HILLSAH
AGB
118-167
BORING LOGS - 1
SD-006
1. SURFACE ELEVATIONS SHOWN ON BORING REPORTS WERE DETERMINED AT THE TIME OF BORING CONSTRUCTION AND MAY NOT REPRESENT CURRENT FIELD CONDITIONS.
NOTE:
03.06
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
10/8/2014
BLOCK:
SIGNATURE/
...\FD_MSH_BOR_0118_0167_SD007.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
REPAIR FACILITY
ROCKY HILLSAH
AGB
118-167
BORING LOGS - 2
SD-007
NOTE:
1.
OF BORING CONSTRUCTION AND MAY NOT REPRESENT CURRENT FIELD CONDITIONS.
SURFACE ELEVATIONS SHOWN ON BORING REPORTS WERE DETERMINED AT THE TIME
03.07
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"=100’
100 200
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
10/14/2014
BLOCK:
SIGNATURE/
...\FD_MSH_MLS_0118_0167_SD008.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
REPAIR FACILITY
ROCKY HILL
PAY LIMIT FOR MAJORLUMP SUM ITEMS
SD-008
118-167
INCLUDED IN THE MLSI
AND PIPING (INCLUDING EXCAVATION) ARE
OIL-WATER SEPARATOR, CONCRETE PADS,
MATERIAL) IS INCLUDED IN THE MLSI
(INCLUDING TRENCHING AND BEDDING
TRANSFORMER AND CONCRETE PAD
MLSI
BEDDING MATERIAL) IS INCLUDED IN THE
PIPING (INCLUDING TRENCHING AND
WASTE OIL TANK, CONCRETE PAD, AND
DUMPSTER PAD IS INCLUDED IN THE MLSI
NOTES:
PROVISIONS:
PAID FOR ON A UNIT PRICE BASIS, AS SPECIFIED UNDER FORM 816 SPECIFICATIONS OR SPECIAL
THE FOLLOWING LIST OF ITEMS ARE NOT INCLUDED UNDER THE MAJOR LUMP SUM ITEM AND SHALL BE 1.
2.
3.
MLSI
GENERATOR PAD IS INCLUDED IN THE
SAH
AGB
INCLUDED IN THE MLSI
SHOWN ON DRAWING NO. CT-001 IS
TRENCHING AND BEDDING MATERIAL) AS
FENCING AND PIPING (INCLUDING
FUEL ISLAND, TANKS, CONCRETE PAD, BELOW
WALL) IS INCLUDED IN THE MLSI, EXCEPT AS NOTED
ALL WORK WITHIN HATCHED AREA (5’ OFF FOUNDATION
4.
EXCAVATION.
REMOVAL OF ALL BITUMINOUS CONCRETE PAVEMENT AND CURBING TO BE PAID FOR UNDER TRENCH
WORK.
BE INCLUDED UNDER CLEARING AND GRUBBING. THERE WILL BE NO ADDITIONAL COMPENSATION FOR THIS
REMOVAL OF FENCE, GATES, METAL BEAM RAIL AND WOOD POSTS AND PRECAST CONCRETE BARRIERS WILL
WALL SHALL BE PAID UNDER APPROPRIATE UNIT PRICE ITEM.
MANHOLES (OR PORTIONS THEREOF) THAT OCCUR WITHIN 5 FEET OFF THE REPAIR FACILITY FOUNDATION
INCLUDED IN THE MLSI.
TRENCHING, BACKFILLING, AND CONCRETE DUCTBANK ENCASEMENT, IS
ALL ELECTRICAL AND COMMUNICATION SITE WORK, INCLUDING
MLSI
ASSOCIATED WORK IS INCLUDED IN THE
STORAGE CONTAINERS, LIGHTING AND ALL
DEMOLITION.
EXCAVATION, BEDDING MATERIAL, AND BACKFILL FOR INSTALLATION OF GAS SERVICE.
TRENCH EXCAVATION AND BEDDING MATERIAL.
ALL WATER SERVICE PIPING AND ACCESSORIES OUTSIDE THE HATCHED OUTLINE INCLUDING ASSOCIATED
INCLUDING ASSOCIATED TRENCH EXCAVATION AND BEDDING MATERIAL.
ALL SANITARY SEWER (INCLUDING FORCE MAIN) AND ACCESSORIES OUTSIDE THE HATCHED OUTLINE,
GATES, BOLLARDS AND PAVEMENT MARKINGS.
FULL DEPTH AND PARTIAL DEPTH BITUMINOUS PAVEMENT AND BITUMINOUS CONCRETE LIP CURB.
GRANULAR FILL UNDER FOOTINGS AND SLABS.
REUSE STOCKPILE STRUCTURAL FILL.
83
COORDINATE GRID A
D
CONNECTICUT
PP
C
W.G.
W.G.
C C
C C
C
CC C C C
C C
C
C C
C
C
C
C
C
Area
Storage
Traffic Box
#1304
BURRIS LOGISTICS
N/F
PARIS VENTURES LLC
N/F YORK HILL TRAP ROCK QUARRY CO
N/F
YORK HILL TRAP ROCK QUARRY CO
N/F
YORK HILL TRAP ROCK QUARRY CO
N/F
NURSERIES INC
GARDNERS
N/F
HYD.
CL
&P#4
98
FLAG POLE
W.G.
HY
D.
DELIN.
Spur-797
DELIN.
24" Oak
CL
&P#4
95
CL
&P#4
96
CL
&P#5
62
1
SAN. MH
HY
D.
4" pine
W.G.
CL
&P#4
97
DELIN.
12" cherry
G.G.
MON. WELL
36" oak
36" oak
DELIN.
DELIN.
36" oak
STR. MH
STR. MH
DELIN.
SPUR-2094
RTK-1
SPUR-2093
Spur-2090
RTK-2
RTK-3 CP-7
SPUR-1741
CP-6
CP-5
Spur-1176
CP-4
CP-3
SPUR-2605
RTK-4
CL
&P#167
7
Gas Filler
GAS PUMPs
Gas Filler
30" Pin
e’s
WELL
MON.
CL
&P#4
94s
H.H.’s
8" Pine’s
WOOD POST’s
12"OAK’s
Twin
WOOD POST’s
WELL
MON.
WOOD POST
CHD(FND) CHD(FND)
CHD(FND)
CHD(FND)
CHD(FND)
N/F
CHD
N/F
CHD
N/F
CHD
N/F
CHD
N/F
CHD
N/F
CHDN/F
CHD
(BIT)
Gate
GRAVEL
GRAVEL
MON. WELL
GRAVEL
Shetler Logic Salt Shed
GRAVEL
Gate(BIT)
Wood Salt Shed
Ramp
Truck
Steps
Wood
Asphalt Separation Area
Tank
Round Mag
(BIT)Gate
Shetler
Storage
Wood
3 Sided
Area
Material Storage
Maintence Outdoor
(BIT)
Gate
(BIT)
CONC WALK
STEP
CONC
STEP
CONC
CONC WALK
Conc Post
Metal
CO
NC
WA
LK
CONC WALK
Utility MH’s
Metal Beam Rail
BOX
ELEC.
AC Unit
STEP
CONC
Gas Meter
CNG
CNG Gas Meter
MH
Gate
Gate
24" Pin
es
12" oak
18" white oak
CO
NC
WA
LK
#660c
1 STY Metal Bldg
#660b
1 STY Metal Bldg
1 STY Metal Bldg
Metal Ret Wall
Woods
Woods
Woods
ELEC. Power source
Underground
15’’ CMP
10" Pvc
12" Pvc
8" Pvc
FL=131.55FL=132.45FL=132.55
MARSH
MARSH
Area
Wooded
Area
Wooded
Area
Wooded
A
PP
RO
X.
LO
C.
of 6"
Gas
Main (C
NG)
Central Warehouse
2 Story Block & Metal Bldg
Earth leakoff
PAVED DITCH
Building
Rest Break
DBL YELLOW
Metal Beam Rail
Ret Wall
10’’ PVC
#499
BT=136.73
FL=136.73
FL=136.73
TF=146.43
WELL
MON.
WELL
MON.
A
PP
RO
X.
LO
C.
of 6"
Gas
Main (C
NG)
APPROX. LOC. 8" Water Main
APPROX. LOC. 4" Water Main
W.G.
MeterWater
36 oak
8 cedar
8 cedar
6 cedar
24
mpl
36 oak
10 pin
e
MeterWater
(FND)
CHD
DELIN.
WOOD POST
DELIN.
DELIN.
DELIN.
DELIN.
SPUR-2700
W.G.
MON. WELLMON. WELL
BOX
ELEC.
W.G.
SPUR-408
6"Pvc
W.G.
15" White Pine
CL
&P#167
8
W.G.
W.G.
W.G.W.G.
CL
&P#5601
MON. WELL
SPUR-961
W.G.W.G.
Spur-2126
03.08
– For Internal CTDOT Use Only Discipline Subset Submittal Checklist
The following check list shall be checked and attached to each discipline subset *
prior to being digitally signed.
Check Task Section in DPD Manual
1. Attach this checklist to the discipline subset. Section 3.1
2. Complete the following tasks using Bluebeam on
the discipline subset?
a. Apply Page Labels Section 1.6.2
b. Apply Sheet Numbers Section 1.6.2
c. Apply Watermark Section 2.4
d. Flatten Markups Section 2.4
e. Digital Signature Field Section 2.5.1
3. Type name and telephone number below. 4. Consultants using Thin Client Only
Engineer of Record digitally sign the plans.
5. Upload, if not in Projectwise already, the
discipline subset into the 100_Contract_Plans folder in Projectwise and attribute the document
correctly?
Section 3.2.4
a. Discipline = CT
b. Main Category = CON
c. Sub Category = FDP, DCD, DCD2,
ADP, ACD, DCO where applicable d. Label = subset number and name.
Example of highways subset would be 03-Highways.
The label for a subset shall be the
same for both FDP and DCD submittals.
Addendum submittals shall match FDP submittals with the addition of “_A#”.
Change Order Submittals shall match FDP submittals with the addition of “_C#”. e. Description field is filled in with
a description of the subset. f. The applicable bridge no.(s) or signal
intersection(s) were selected that is/are associated with this subset.
6.CTDOT Engineers or Consultants Using Thick Client Forward link to Engineer of Record for Digital Signature
7. Apply the QA/QC stamp after the discipline subset has been digitally signed.
Section 3.1
I have performed and checked that all the tasks above were performed correctly.
Submitted By (Type in Name) Phone Number (Type in Phone Number)
* Discipline subset includes the General subset and all other discipline subsets. The 02Revisions does not needa checklist attached. The standard subsets already have a checklist attached to the index sheets.
Recommended