03 - supporting documents - connecticut · 03 - supporting documents 118-167 repair facility rocky...

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



INDEX PLAN

INDEX OF DRAWINGS

BORING LOGS - 1

AGB

SAH

SD-008 PAY LIMITS FOR MAJOR LUMP SUM ITEMS

03.01

S. Harley Kleinfelder

Stamp

The plans have been checked that the following tasks have been completed correctly: 1. Page Labels 2. Sheet Numbers 3. Watermarked 4. Comments Flattened 5. Digital Signature was applied allowing for markups

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


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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=100’

100 2000

SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.







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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40’

40 800








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)



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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40’

40 800








10/12/2014

BLOCK:

SIGNATURE/


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







NOTE:

Area

Storage

Traffic Box

131.97

B_2

#1304

BURRIS LOGISTICS

N/F


N/F


N/F


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


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


PAVED DITCH

Building

Rest Break

Metal Beam Rail

Ret Wall



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


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40’

40 800








10/7/2014

BLOCK:

SIGNATURE/


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







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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











10/8/2014

BLOCK:

SIGNATURE/


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











10/8/2014

BLOCK:

SIGNATURE/


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




0

SCALE IN FEET

SCALE 1"=100’

100 200








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


N/F


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


GRAVEL

Gate(BIT)

Wood Salt Shed

Ramp

Truck

Steps

Wood


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


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)



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.

http://www.ct.gov/dot/lib/dot/documents/aec/Digital_Project_Development.pdf#page=58








M. Calkins AEC Applications

Text Box

addition of "_C#".

03 - supporting documents - connecticut · 03 - supporting documents 118-167 repair facility rocky...

Documents