highway design subset 03 - highway plans - … ’b-b’ plan section (looking downstream) flow flow...

BEEN PERSONALLY CHECKED BY THE UNDERSIGNED.

NOT TO BE CONSTRUED TO MEAN THAT ALL ASPECTS OF THE DESIGN HAVE

THE DESIGN APPEARS TO CONFORM TO APPLICABLE CRITERIA. APPROVAL IS

TRANSPORTATION PRINCIPAL ENGINEER

NUMBER

DRAWING

NUMBER

DRAWING

INDEX OF DRAWINGS

DRAWING TITLE DRAWING TITLE

SUBSET 03 - HIGHWAY PLANS

03.01 INDEX OF PLANS

03.02 MISCELLANEOUS DETAILS

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

6/3/2013

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APPROVED BY:

OFFICE OF ENGINEERING

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Border Version: 11/14/08

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HWY-01

MPB

EAJ

HIGHWAY PLANS

172-391

SUBSET COVER SHEET

CULVERT REHABILITATION

ROUTE 9

HIGHWAY DESIGN

03.04 PLAN SHEET CULVERT #6734 (SITE 1)

03.05 WATER HANDLING PLAN CULVERT #6734 (SITE 1)

03.06 PLANTING PLAN CULVERT #6734 (SITE 1)

03.07 PLAN SHEET CULVERT #6683 (SITE 2)

03.08 WATER HANDLING PLAN CULVERT #6683 (SITE 2)

03.09 PLANTING PLAN CULVERT #6683 (SITE 2)

03.03 MISCELLANEOUS DETAILS

03.01

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




OF WORK WHICH WILL BE REQUIRED.







6/3/2013

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1’-0’’

84°

55°

30"

5’-0" TYP.

6"

1"

20’-0"

TYP. R=�"

LIFTING KEY

4’’ TYP.5’’ TYP.

10’’ MIN.

VARIES

3" TYP.

2’’ COVER MIN.

R=10" TYP.

R=1" TYP.

TYP.

10’’

PLAN

CROSS SECTION

@ 12’’ MAX.

#5 BARS

19’-8’’ LONG TYP.

#5 BARS

6"

2’

45"

4.5

MIN. MAX.

C D

A

B

E

F

B

B

A

A

(in.)DIA.

60 3 X 1 43

(in.)’A’

WIDTHBAFFLE

(in.)PROFILE

CORRUGATION

(in.)’B’

(ft.)BAFFLE SPACING

6 2422

(in.)’C’

OFFSETNOTCH

4.6 14

(in.)’D’

WIDTHNOTCH

(in.)’E’

DEPTHNOTCH

(in.)’F’

HEIGHTBAFFLE

9

(ft. )OF PIPE

END AREAEFFECTIVE

20

’V’ NOTCH IN BAFFLE PLATEBOTTOM OF PIPE

FISH PASSAGE

CENTERLINE TO FACILITATE

LEFT TO RIGHT OF PIPE

NOTCH TO ALTERNATE FROM

BENT BAFFLE PLATE

SECTION ’A-A’

SECTION ’B-B’

PLAN

SECTION(LOOKING DOWNSTREAM)

FLOW

FLOW

END

UPSTREAM

INSIDE DIAMETER

MPB

EAJROUTE 9


HADDAM

HWY-02

MISCELLANOUSDETAILS

172-391

NOT TO SCALE

CULVERT #6734 (SITE 1)

(20 ft. TYP.)

MAX. 24 ft.

MIN. 6 ft.

BAFFLE SPACING

CULVERT #6683 (SITE 2)NOTCH ELEVATION AT CULVERT #6734 (SITE 1) OUTLET: 151.25

NOTCH ELEVATION AT CULVERT #6734 (SITE 1) INLET: 154.5

NOTES:

WITHIN 2" OF WEIR NOTCH (TYP.)

REBAR TO BE DISCONTINUED

ALUMINUM SUPPORT ANGLE

ALUMINUM CORRUGATED METAL PIPE

ALUMINUM CORRUGATED METAL PIPE


FISH BAFFLE

STANDARD ALUMINUM


PAY ITEM: PRECAST CONCRETE BARRIER CURB (SPECIAL)

CONCRETE WEIR

ELEVATION

METAL PIPE

ALUMINUM CORRUGATED

METAL PIPE

ALUMINUM CORRUGATED

FISH BAFFLE (ALUMINUM)

TO BENT BAFFLE PLATE

WELD SUPPORT ANGLE

TO BENT BAFFLE PLATE

WELD SUPPORT ANGLE

sucksmalloy

(AS REQUIRED)

TO PIPE INVERT

ATTACH SUPPORT ANGLE

(AS REQUIRED)

TO PIPE INVERT

ATTACH BENT BAFFLE PLATE

(AS REQUIRED)

PIPE INVERT

BAFFLE ATTACHED TO

(AS REQUIRED)

TO PIPE INVERT

ATTACH SUPPORT ANGLE

(AS REQUIRED)

PLATE TO PIPE INVERT

ATTACH BENT BAFFLE

EXISTING CULVERT

LINER PIPE

ALUMINIUM

TO BE GROUTED

ANNULAR SPACE

TO BE GROUTED

ANNULAR SPACE

1:1.5 SLOPE

FORM CONCRETE BEVEL

FOR ADDITIONAL INFORMATION60" ALUMINUM CORRUGATED METAL PIPE (10 GAUGE)NOTE: SEE SPECIAL PROVISIONS ITEM NO. 0651286A

PROFILE

OF FLOWDIRECTION

INLET TREATMENT FOR CULVERT #6683 (SITE 2)

6" MIN

03.02

GENERAL NOTES:

WORK AREA

b

(PAID AS SEPARATE ITEM)

FOR INSTALLATION OF TPCBC.

EXISTING METAL BEAM RAIL REMOVED

DIRECTION OF TRAFFIC

C CL L

FACE OF RAIL

EDGE OF ROAD OR

BARRIER CURB (TPCBC)

TEMPORARY PRECAST CONCRETE

a

PLAN

AS SHOWN ON PLANS

FLARE RATE SHALL BE

ELEMENT TO BACK OF TPCBC

INSTALL W-BEAM RAIL

EXISTING GROUND

TPCBC (SEE SHEET HW-822_01)

GENERAL ACCESS ROAD NOTES:

12’ - 15’

6" - STONE

(ONLY WITHIN WETLANDS)

(SEPARATION - HIGH SURVIVABILITY)

GEOTEXTILE FILTER FABRIC

TEMPORARY ACCESS ROAD

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40’

40 800

SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.







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EXISTING R-I METAL BEAM RAIL

BEAM RAIL

EXISTING R-I METAL

6’-3" 6’-11"

PAY LIMIT (TEMPORARY GUIDERAIL) ATTACHMENT - 12’-6"

3’

29"

RAIL AND TEMPORARY PCBC

DRILL THREE �" HOLES THROUGH

HOST PIPE

LINER PIPE

OR WOOD BLOCKING

HOLDDOWN DEVICE

(3/4" MINIMUM)

(AS REQUIRED)

ALIGNMENT BOLT

(AS REQUIRED)GROUT PORTS



(3/4" MINIMUM)

(AS REQUIRED)

ALIGNMENT BOLT


GUIDES

GUIDES


(3/4" MINIMUM)

(AS REQUIRED)

ALIGNMENT BOLT


TYPICAL RELINING SECTION

BOTH CULVERT SITES

PROPOSED LINER INVERT ELEVATION (INLET): 295.42 FT

EXISTING INVERT ELEVATION (INLET): 295.08 FT

CULVERT #6683 (SITE 2):

PROPOSED LINER INVERT ELEVATION (INLET): 154.24 FT

EXISTING INVERT ELEVATION (INLET): 153.58 FT

CULVERT #6734 (SITE 1):

MPB

EAJROUTE 9


HADDAM

HWY-03

MISCELLANEOUSDETAILS

172-391

FOR INSTALLATION AND REMOVAL OF STONE MUST BE FOLLOWED.

GEOTEXTILE FILTER FABRIC IS NOT REQUIRED. THE SAME PROCEDURE

NOTE: FOR INSTALLATION OF ACCESS ROADS OUTSIDE OF WETLANDS,

REGRADING, TOP SOIL, AND TURF ESTABLISHMENT.

RESTORE WETLAND AREA TO ORIGINAL CONDITION, WHICH INCLUDES3.

REMOVE GEOTEXTILE FILTER FABRIC.2.

REMOVE 6" OF STONE.1.

FOR REMOVAL WITHIN WETLANDS:

INSTALL 6" OF PROCESSED AGGREGATE ON TOP OF GEOTEXTILE FILTER FABRIC. 3.

INSTALL GEOTEXTILE FILTER FABRIC (SEPARATION - HIGH SURVIVABILITY).2.

EXCAVATE APPROXIMATELY 6" OF SOIL.1.

FOR INSTALLATION WITHIN WETLANDS:

TEMPORARY GUIDERAIL ATTACHMENT

ELEVATION

ROADWAYS FOR TEMPORARY WORK CONDITIONS.

3. THIS ATTACHMENT SHALL ONLY BE USED ON THE TRAILING END OF TPCBC ON SINGLE DIRECTION

THE THREE BOLTS SHOULD BE SPACED 8"(203) APART.

THE BACK SIDE. THE METAL BEAM RAIL ATTACHMENT SHOULD OVERLAP THE BARRIER 3’(914).

BOLT HEAD SHOULD BE LOCATED ON THE TRAFFIC SIDE OF THE BARRIER AND THE NUT ON

2. USE �"(16) BOLTS-12"(305)LONG WITH �"(16) WASHERS ON EACH SIDE OF BARRIER. THE

IT SHALL INCLUDE ALL LABOR AND MATERIALS PLUS ANCHORAGE TO TPCBC.

(TEMPORARY GUIDERAIL) ATTACHMENT ITEM NO. 0910700A AND THE PAY LIMIT SHOWN.

1. TEMPORARY ATTACHMENT OF METAL BEAM RAIL TO TPCBC SHALL BE PAID FOR UNDER

ELEVATION.

AT EXISTING PAVEMENT

TPCBC SHALL BE INSTALLED

03.03

CT. R

OUT

E 9 N

ORT

HB

OU

ND

CT. R

OU

TE 9

OF

F

RA

MP

CT. R

OUT

E 9 S

OUT

HB

OU

ND

WO

ODS

WO

ODS

WO

ODS

WO

ODS

WOODS

CT. R

OUT

E 9 ON

RA

MP

WO

ODS

HU

BB

AR

D

RO

AD

WOODS

BEA

VER

MEA

DO

W

RO

AD

VIRGINIA L. EVENSEN

N/F

(60-88-2A)

STATE PARK AND FOREST (DEP)


ET AL

DANIEL F. VAN DEUSEN

N/F

ET AL


N/F

TO

MID

DLET

OW

N

TO

CHESTER

B-8629

(FND.)

I.P.

(N.F.)

CHD

(FND.)

CHD

(N.F.)

CHD

(N.F.)

CHD

(FND.)

CHD

BE

AV

ER

ME

AD

OW

BR

OO

K

’’C’’ C

B

RAILROAD SPIKE IN 20" PINE TREE

’’C’’ C

B

’’C’’ C

B

BOT=171.57

FL=171.67 SE FL=171.57 NE

TF=176.87

"C"CB

BOT=184.23 FL=184.43 SW FL=184.23 NE

TF=188.93

"C"CB

BOT=182.85

FL=184.95

TF=188.55

"C"CB

BOT=187.83 FL=187.93 SW FL=187.83 NE

TF=192.58

"C"CB

BOT=159.22 FL=159.32 SW FL=159.22 NE

TF=166.02

"C"CB

BOT=162.93 FL=164.83 S FL=164.93 N

TF=167.23

"C"CB

BOT=164.43

FL=(FILLED)

TF=167.83

"C"CB

BOT=161.25

FL=162.85

TF=166.85

"CL"CB

BOT=160.03 FL=161.93 NW FL=161.93 W FL=161.83 NE

TF=165.83

"C"CB

BOT=155.23 FL=157.33 SW FL=157.23 NE

TF=161.33

"C"CB

BOT=156.01 FL=156.31 NW FL=157.01 SW FL=156.21 SE

TF=160.41

"C"CB

RAILROAD SPIKE IN 12" ORNAMENTAL

20" PINE

’’C’’ C

B

WIR

E

RO

PE

RAIL

WIR

E

RO

PE

RAIL

WIR

E R

OPE R

AIL

BILLBOARDS

WOOD POSTS

LE

DG

E

LED

GE

36’’

ACCMP

36’’

ACCMP

15’’ ACCMP

’’C’’

CB

’’C’’

CB

’’CL’’ CB

15’’ C

MP

15’’

RCP

’’C’’

CB

BIT. L

EA

KOFF

12" PINE

BOULDER

LEDGE

GR

AN. C

UR

B

15’’ C

MP

’’C’’ C

B

21’’ PERF. ACCMP

WALL

STONE

15’’ C

MP

12’’ C

MP

RS-1332

2A

8

FIE

LD

LO

C. W

ET

LA

ND

S

FIE

LD

LO

C. W

ET

LA

NDS

FIE

LD

LO

C. W

ET

LA

ND

S

FIELD LOC. WETLANDS

NO

N

AC

CESS

HIG

HW

AY

LIN

E

NO

N

AC

CESS

HIG

HW

AY

LIN

E

R.O.W. M

AP 60-04

SH. 6

OF 6

R.O.W. M

AP 60-04

SH. 6

OF 6

NON ACCESS HIGHWAY LINE

R.O.W. MAP 60-04 SH. 6 OF 6

NO

N

ACCESS

HIG

HW

AY LIN

E

R.O.W. M

AP 60-0

5 S

H. 1 O

F 6

432.8

5’

480.15

’

STREET LI

NE

STREET LI

NE

(N.F.)

MON.

STREET LIN

E

EASEMENT TO DRAIN

SUBJECT TO AN

Pole Line(s) In Favor Of SNET

Subject To An Easement For

(60-100-2)

(DOT)

Favor Of State Of Connecticut

Relocate Brook Channel In

Subject To An Easement To

(60-88-23), (60-100-2)

(DOT)


Discharge Surface Water In


#3342

SNET

BCLC

#307

5SNET

MBR

MBR

ENDWALL

CONC.

24’’ R

CP

30’’ C

MP

15’’

ACC

MP

15’’ R

CP

108" P

LATE PI

PE

RIP

RAP

RIP

RAP

NGVD 1929

B.M.-1 Elev. 170.91

BCLC

BCLC

BCLC

MBR

MBR

BIT. L.O.

BCLC

BC

LC

BC

LC B

CL

C

BCLC

108"

PLA

TE PIP

E

24’’

RCP

BCLC

15"

RCP

15"

ACC

MP

MBR

MBR

ENDWALL

CONC.

NGVD 1929

B.M.-3 Elev. 170.22

82"

X10

8" R

CP

B.M.-2 Elev. 188.43

’’C’’ C

B

’’C’’ C

B

INSIDE INVERT=153.82

INSIDE TOP=161.51


INSIDE TOP=161.23INSIDE INVERT=151.63

INSIDE TOP=160.61

INSIDE TOP=160.75


INSIDE TOP=159.91


FL=155.11

FL=146.65

FL=154.89

FL=153.58

FL=150.57

FL=158.68

FL=160.99

FL=164.76

FL=169.92

AD

83

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

149.73’

+

+149.85’

+

150.12’

+

151.73’

152.61

+

153.65’

+

154.40’

+

154.71’

+

154.94’

+155

155

155

155

155

150

155.67’

+

155.71’

+

+

156.08’

156.14’

+

+

156.40’

156.62’

+

+

157.60’

+

157.74’

160

160

160

165

170

175

165

160

155

150

S59° -47’-32"E

743.16’

S31°-41’-

46""E

799.5

2’

162.57’+

163.90’+

164.90’

+

165

165

165

170

175

170

170

170

165

160

155

170

170

165

170

170

175

175

175

175

175

175

175

180

180

180

180

185

180

180

180

185

185

185

185

190

190

190

190

190

195

41+00

42+00

43+00

44+00

45+00

46+00

E 10

6121

8.93

N 72

7124.34

PT S

TA 44

+97

47+00

48+00

49+00

50+00

E 1061076.5

N 727354.6

1

PT ST

A 47+67

E 10

6142

7.51

N 72

6787.14

POB

PT S

TA 41

+00

E 1060817.6

0

N 727473.9

0

PT ST

A 50+00

CONSTRUCTION FACING

LIMIT OF SHOTCRETE

(TEMPORARILY GRADE AS REQUIRED FOR ACCESS)


AS REQUIRED FOR ACCESS)

(TEMPORARILY GRADE


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40’

40 800








6/3/2013

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DATE: APPROVED BY:


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ROUTE 9


HWY-04HADDAM

PLAN SHEET

172-391MPB

EAJ

SEDIMENTATION CONTROL SYSTEM

SYSTEM

CONTROL

SEDIMENTATION



ENVIRONMENTAL PLANNING.

WILL BE REMOVED BY THE CONTRACTOR, UNDER THE DIRECTION OF THE DEPARTMENT’S OFFICE OF

4) DEPOSITED SEDIMENTS WHICH HAVE BUILT UP IMMEDIATELY ADJACENT TO THE CULVERT INLET

SEE WATER HANDLING PLAN AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

INTERIOR PIPE PLACED INSIDE THE LARGER CULVERT WILL BE USED FOR WATER HANDLING.

REQUIRED DURING GROUTING AND ANY CONCRETE WORK. DURING THIS TIME, A SMOOTH

WATER IS FLOWING THROUGH THE PIPE (STREAM BASEFLOW). WATER HANDLING WILL BE

3) IT IS EXPECTED THAT THE INSTALLATION OF THE 96" PIPE LINER WILL TAKE PLACE WHILE

TOPOGRAPHY AND/OR TO MINIMIZE REMOVAL OF MATURE TREES.

2) THE LOCATION OF TEMPORARY CONSTRUCTION ACCESS SHALL BE ADJUSTED SLIGHTLY FOR

BE FROM THE OUTLET END OF THE CULVERT.

1) THE PRIMARY CONSTRUCTION ACCESS AND WORK AREA FOR CULVERT LINER INSTALLATION WILL

GENERAL NOTES:


OBJECT MARKER

OBJECT MARKER

CONCRETE WEIR (SEE DETAILS)

SCALE 1" = 20’

CULVERT #6734 INLET

(PAID FOR AS CHANNEL EXCAVATION - EARTH)

REMOVE SEDIMENT

#0980102 CONSTRUCTION STAKING SITE 2: SECTION 9.80


#0975012 MOBILIZATION SITE 2: SECTION 9.75


#0201031 CLEARING AND GRUBBING SITE 2: SECTION 2.01


SUPPLEMENTAL SPECIFICATIONS:

FOR THE FOLLOWING ITEMS, REFER TO FORM 816 AND

NOTE:

ANTI-TRACKING PAD

(INCLUDED IN PAY ITEM)

GROUT SPACE BETWEEN PIPES

CORRUGATED METAL PIPE

290 - 96" ALUMINUM

CONCRETE WEIR (SEE DETAILS)

ROUNDED STONE RIP-RAP

(AS REQUIRED)

REGRADE RIP-RAP CHANNEL

ANTI-TRACKING PAD

(FOR PIPE LINING)

PRIMARY WORK AREA

03.04

WO

ODS

WO

ODS

WO

ODS

CT. R

OUT

E 9 N

ORT

HB

OU

ND

WO

ODS

CT. R

OUT

E 9 N

ORT

HB

OU

ND

WO

ODS

CT. R

OU

TE 9

OF

F

RA

MP

WO

ODS

WO

ODS

CT. R

OU

TE 9

OF

F

RA

MP

WO

ODS

COFFERDAM

SANDBAG

PAST WORK AREA

DIVERT FLOW

(FND.)

I.P.

(FND.)

I.P.

(FND.)

CHD

B-8629

TO

MID

DLET

OW

N

TO

MID

DLET

OW

N

(FND.)

CHD

B-8629

’’C’’ C

B

’’C’’ C

B

’’C’’ C

B

’’C’’ C

B

RIP-RAP

STONE

MODIFIED

’’C’’ C

B

WIR

E

RO

PE

RAIL

’’C’’ C

B

RS-1332

FIE

LD

LO

C. W

ET

LA

ND

S ’’C’’ C

B

RS-1332

FIE

LD

LO

C. W

ET

LA

ND

S

2A

8 8

BIT. L

EA

KOFF

12" PINE

WIR

E R

OPE R

AIL

15’’ C

MP

’’C’’ C

B

NO

N

AC

CESS

HIG

HW

AY

LIN

E

R.O.W. M

AP 60-04

SH. 6

OF 6

WIR

E

RO

PE

RAIL

36’’

ACCMP

36’’

ACCMP

BOULDER

20" PINE

’’C’’

CB

15’’

RCP

WOOD POSTS

BILLBOARDS

’’C’’

CB

15’’ C

MP

’’CL’’ CB

15’’ ACCMP’’C’’

CB

EASEMENT TO DRAIN

SUBJECT TO AN


WIR

E R

OPE R

AIL

WOOD POSTS

BILLBOARDS

15’’

RCP

’’C’’

CB

20" PINE

36’’

ACCMP

BOULDER

12" PINE

BIT. L

EA

KOFF

15’’ C

MP

NO

N

AC

CESS

HIG

HW

AY

LIN

E

R.O.W. M

AP 60-04

SH. 6

OF 6

EASEMENT TO DRAIN

SUBJECT TO AN

2A


’’C’’

CB

15’’ ACCMP

’’CL’’ CB

15’’ C

MP

’’C’’

CB

36’’

ACCMP

PAST RIP-RAP WORK AREA

DISCHARGE BASE FLOW

WATER HANDLING PIPE

108" P

LATE PI

PE

BCLC

BCLC

24’’

RCP

RIP

RAP

BCLC

BC

LC

BC

LC

108" P

LATE PI

PE

MBR

MBR

BCLC

108"

PLA

TE PIP

E

RIP

RAP

RIP

RAP

RIP

RAP

BCLC

MBR

MBR

15"

RCP

BCLC

15"

ACC

MP

BCLC

#307

5SNET

24’’

RCP

MBR

MBR

108"

PLA

TE PIP

E

15"

RCP

15"

ACC

MP

MBR

MBR

BC

LC B

CL

C

BCLC

#307

5SNET

SANDBAG COFFERDAM

FOR PIPE INSTALLATION

(MODIFIED RIP-RAP PAD)

PRIMARY WORK AREA

ACCESS

TEMPORARY CONSTRUCTION

COFFERDAM

SANDBAG

ACCESS

CONSTRUCTION

TEMPORARY

ACCESS

CONCTRUCTION

TEMPORARY

TEMPORARY CONSTRUCTION ACCESS

FIELD LOCATED WETLANDS


RESTORE DISTURBED AREAS. INSTALL PLANTINGS, TOPSOIL AND SEED TO RESTORE AS REQUIRED OR AS DIRECTED BY THE ENGINEER.12)

REMOVE WATER HANDLING EQUIPMENT, PIPING AND TEMPORARY WORK PAD.11)

INSTALL ROUNDED STONE RIP-RAP AROUND CONCRETE WEIRS AS REQUIRED OR AS DIRECTED.10)

INSTALL CONCRETE WEIRS AT INLET AND OUTLET.9)

SHOT-CRETE THE EXISTING RIP-RAP AROUND THE PIPE INLET.8)

GROUT SPACE BETWEEN EXISTING CULVERT AND PIPE LINER.7)

REMOVE SEDIMENT DEPOSITS AT INLET. SHAPE CHANNEL AS REQUIRED FOR UNIMPEDED FLOW TO INLET.6)

MAINTAIN AREA TO RECEIVE STREAM BASE FLOW FROM WATER HANDLING PIPE.

DISCHARGE STREAM BASE FLOW DOWNSTREAM OF THE SANDBAG COFFERDAM CONSTRUCTED AT THE OUTLET. 5)

INSTALL COFFERDAM AND DE-WATERING SYSTEM AT THE PIPE OUTLET.4)

ESTABLISH A SUITABLE TEMPORARY INLET FOR THE WATER HANDLING PIPE BY CONSTRUCTING A SANDBAG COFFERDAM AT THE INLET.3)

CONVEYED PAST THE WORK AREAS AT THE INLET AND OUTLET.

INSTALL 24�WATER HANDLING PIPE INSIDE THE 96" LINER PIPE. INSTALL THE PIPE SO THAT THE STREAM BASE FLOW WILL BE 2)

PRIOR TO INSTALLATION OF WATER HANDLING PIPE.

WATER HANDLING METHODS AND INLET AND OUTLET LOCATIONS MUST BE VERIFIED BY THE DEPARTMENT (ENVIRONMENTAL PERSONNEL) 1)

STAGE 2 NOTES:

FL=155.11

FL=158.68

FL=169.92

FL=155.11

FL=150.57

FL=150.57

FL=158.68

FL=160.99

FL=164.76

FL=164.76

FL=160.99

WEIR

CONCRETE

WEIR

CONCRETE

155

155

155

155

155

155

160

160

175

170

165

165

175

170

165

165

160

170

170

170

170

165

170

170

165

155

170

170

165

170

170

165

160

155

175

175

175

180

175

180

175

175

175

175

175

175

175

175

180

180

180

180

185

180

180

180

180180

185

180

185

185

185

185

185

185

185

185

190

190

190

190

190

190

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40’

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DATE: APPROVED BY:


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- - - -

STAGE 1 STAGE 2

ROUTE 9

CULVERT REHABILITATION HWY-05

MPB

EAJ HADDAM

STAGING ANDWATER HANDLING PLAN

172-391

CULVERT # 6734 (SITE 1)

AS THE PRIMARY WORK AREA, THE CONTRACTOR MUST SEEK APPROVAL IN WRITING FROM THE ENGINEER PRIOR TO STARTING WORK.

PIPE INTO POSITION. CONNECT EACH LINER SECTION USING THE INTERNAL COUPLING BANDS. IN THE EVENT THE INLET WILL BE USED

THE LINER PIPE SECTIONS HAVE BEEN PUSHED INTO THE PIPE. ALIGNMENT BOLTS SHALL BE INSTALLED TO SECURELY FIX THE LINER

FINAL POSITION. THE NEXT SECTION WILL BE PUSHED UNTIL IT MEETS THE PREVIOUS SECTION. THIS WILL CONTINUE UNTIL ALL OF

PRIMARY WORK AREA (OUTLET SIDE) AND PUSHING EACH SECTION INDIVIDUALLY TOWARD THE INLET UNTIL IT IS INSTALLED IN ITS

INSTALL 96" CORRUGATED ALUMINUM PIPE (LINER). THIS IS EXPECTED TO BE ACCOMPLISHED BY BRINGING PIPE SECTIONS TO THE 6)

STOCK PILE PIPE SECTIONS IN NON-REGULATED AREAS AND DELIVER FOR USE AS NEEDED. AREAS MUST BE APPROVED PRIOR TO USE.5)

AND RAIL INSTALLATION.

PREPARE EXISTING CULVERT AS REQUIRED FOR LINER INSTALLATION; THIS MAY INCLUDE DEBRIS REMOVAL, SPOT REPAIR 4)

WORK AREA AT THE PIPE OUTLET.

INSTALL MODIFIED RIP-RAP ONLY AS NECESSARY TO CREATE A LEVEL AND STABLE SURFACE FOR THE EQUIPMENT 3)

UNDERLINE ACCESS ROAD WITH GEOTEXTILE FILTER FABRIC (SEPARATION - HIGH SURVIVABILITY) IN WETLAND AREAS.

ESTABLISH TEMPORARY ACCESS ROADS, ADJUST FOR BEST PATH TO MINIMIZE THE REMOVAL OF MATURE TREES.2)

INSTALL EROSION AND SEDIMENTATION CONTROL SYSTEMS.

MEASURES SHALL BE TAKEN TO PREVENT POLLUTION OR SEDIMENTATION OF THE WATERCOURSE OR REGULATED AREA.1)

STAGE 1 NOTES:

03.05

CT. R

OUT

E 9 N

ORT

HB

OU

ND

CT. R

OU

TE 9

OF

F

RA

MP

CT. R

OUT

E 9 S

OUT

HB

OU

ND

WO

ODS

WO

ODS

WO

ODS

WO

ODS

WOODS

CT. R

OUT

E 9 ON

RA

MP

WO

ODS

HU

BB

AR

D

RO

AD

WOODS

BEA

VER

MEA

DO

W

RO

AD

VIRGINIA L. EVENSEN

N/F

(60-88-2A)

STATE PARK AND FOREST (DEP)


ET AL


N/F

ET AL


N/F

TO

MID

DLET

OW

N

B-8629

(FND.)

I.P.

(FND.)

CHD

(N.F.)

CHD

(N.F.)

CHD

(FND.)

CHD

BE

AV

ER

ME

AD

OW

BR

OO

K

’’C’’ C

B

RAILROAD SPIKE IN 20" PINE TREE

’’C’’ C

B

’’C’’ C

B

BOT=171.57

FL=171.67 SE FL=171.57 NE

TF=176.87

"C"CB

BOT=184.23 FL=184.43 SW FL=184.23 NE

TF=188.93

"C"CB

BOT=182.85

FL=184.95

TF=188.55

"C"CB

BOT=187.83 FL=187.93 SW FL=187.83 NE

TF=192.58

"C"CB

BOT=159.22 FL=159.32 SW FL=159.22 NE

TF=166.02

"C"CB

BOT=162.93 FL=164.83 S FL=164.93 N

TF=167.23

"C"CB

BOT=164.43

FL=(FILLED)

TF=167.83

"C"CB

BOT=161.25

FL=162.85

TF=166.85

"CL"CB

BOT=160.03 FL=161.93 NW FL=161.93 W FL=161.83 NE

TF=165.83

"C"CB

BOT=155.23 FL=157.33 SW FL=157.23 NE

TF=161.33

"C"CB

BOT=156.01 FL=156.31 NW FL=157.01 SW FL=156.21 SE

TF=160.41

"C"CB

RAILROAD SPIKE IN 12" ORNAMENTAL

20" PINE

’’C’’ C

B

WIR

E

RO

PE

RAIL

WIR

E

RO

PE

RAIL

WIR

E R

OPE R

AIL

BILLBOARDS

WOOD POSTS

LE

DG

E

LED

GE

36’’

ACCMP

36’’

ACCMP

15’’ ACCMP

’’C’’

CB

’’C’’

CB

’’CL’’ CB

15’’ C

MP

15’’

RCP

’’C’’

CB

BIT. L

EA

KOFF

12" PINE

BOULDER

LEDGE

GR

AN. C

UR

B

15’’ C

MP

’’C’’ C

B


WALL

STONE

15’’ C

MP

12’’ C

MP

RS-1332

2A

8

FIE

LD

LO

C. W

ET

LA

ND

S

FIE

LD

LO

C. W

ET

LA

NDS

FIE

LD

LO

C. W

ET

LA

ND

S

FIELD LOC. WETLANDS

NO

N

AC

CESS

HIG

HW

AY

LIN

E

NO

N

AC

CESS

HIG

HW

AY

LIN

E

R.O.W. M

AP 60-04

SH. 6

OF 6

R.O.W. M

AP 60-04

SH. 6

OF 6

NO

N

ACCESS

HIG

HW

AY LIN

E

R.O.W. M

AP 60-0

5 S

H. 1 O

F 6

432.8

5’

480.15

’

STREET LI

NE

STREET LI

NE

(N.F.)

MON.

STREET LIN

E

EASEMENT TO DRAIN

SUBJECT TO AN

Pole Line(s) In Favor Of SNET

Subject To An Easement For

(60-100-2)

(DOT)


Relocate Brook Channel In


(60-88-23), (60-100-2)

(DOT)


Discharge Surface Water In


#3342

SNET

BCLC

#307

5SNET

MBR

MBR

ENDWALL

CONC.

24’’ R

CP

30’’ C

MP

15’’

ACC

MP

15’’ R

CP

108" P

LATE PI

PE

RIP

RAP

RIP

RAP

NGVD 1929

B.M.-1 Elev. 170.91

BCLC

BCLC

BCLC

MBR

MBR

BIT. L.O.

BCLC

BC

LC

BC

LC B

CL

C

BCLC

108"

PLA

TE PIP

E

24’’

RCP

BCLC

15"

RCP

15"

ACC

MP

MBR

MBR

ENDWALL

CONC.

NGVD 1929

B.M.-3 Elev. 170.22

82"

X10

8" R

CP

B.M.-2 Elev. 188.43

’’C’’ C

B

’’C’’ C

B


INSIDE TOP=161.51


INSIDE TOP=161.23INSIDE INVERT=151.63

INSIDE TOP=160.61

INSIDE TOP=160.75


INSIDE TOP=159.91


FL=155.11

FL=146.65

FL=154.89

FL=153.58

FL=150.57

FL=158.68

FL=160.99

FL=164.76

FL=169.92

AD

83

CO

OR

DIN

AT

E

GRID

CO

NN

EC

TIC

UT

149.73’

+

+149.85’

+

150.12’

+

151.73’

152.61

+

153.65’

+

154.40’

+

154.71’

+

154.94’

+155

155

155

155

155

150

155.67’

+

155.71’

+

+

156.08’

156.14’

+

+

156.40’

156.62’

+

+

157.60’

+

157.74’

160

160

160

165

170

175

165

160

155

150

S59° -47’-32"E

743.16’

S31°-41’-

46""E

799.5

2’

162.57’+

163.90’+

164.90’

+

165

165

165

170

175

170

170

170

165

160

155

170

170

165

170

170

175

175

175

175

175

175

175

180

180

180

180

185

180

180

180

185

185

185

185

190

190

190

190

190

195

41+00

42+00

43+00

44+00

45+00

46+00

E 10

6121

8.93

N 72

7124.34

PT S

TA 44

+97

47+00

48+00

49+00

50+00

E 1061076.5

N 727354.6

1

PT ST

A 47+67

E 10

6142

7.51

N 72

6787.14

POB

PT S

TA 41

+00

E 1060817.6

0

N 727473.9

0

PT ST

A 50+00

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40’

40 800








6/3/2013

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SIGNATURE/

DATE: APPROVED BY:


...\MSH_PLN_06734-Planting.dgnPlotted Date:

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- - - -

- - -

- - -

- - - -

ROUTE 9


HWY-06HADDAM

SCIENTIFIC NAME

CULVERT # 6734 PLANTING SPECIFICATIONS

COMMON NAME SIZE WETLAND INDICATOR STATUS TOTAL

CORNUS RACEMOSA GRAY DOGWOOD

VIBURNUM LENTAGO

YELLOW BIRCH

3

6

3

3

3

FAC

FAC

FAC

FACU

FACU

24" - 36"

24" - 36"

24" - 36"

2’ - 3’

2’ - 3’

NANNYBERRY

CLETHRA ALNIFOLIA

BETULA ALLEGHANIENSIS

SYMBOL

PINUS STROBUS WHITE PINE

BEAL

PIST

CA

CR

VL

BEAL

BEAL

BEAL

PIST

PIST

PIST

CA

CACA

VL

VL

VL

CR

CR

CR

CR

172-391

PLANTING PLAN

SUMMERSWEET

A. SAUL

K. LESAY

SEE PLAN SHEET (HWY-04) FOR DESIGN INFORMATION.

THIS PLAN IS FOR PLANTING INFORMATION ONLY.

NOTE:



CR

CR

03.06

ENDWALLCONC.

WINGWALLCONC.

72’’ C

MP

CT. ROUTE 9 NORTHBOUND

CT. ROUTE 9 SOUTHBOUND

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

BCLC

BCLC

BCLC

BCLC

BIT. LEAKOFF

BIT.

APRON

SWAMP

MBR

MBR BCLC

BCLC

CLUMP OF CEDAR

DIRT ROAD

TO MIDDLETOWN

HILL BROOK

TURKEY HILL

TURKEY

BROOK

INSIDE TOP=298.84

INSIDE TOP=297.40





INSIDE TOP=299.63


INSIDE TOP=300.57


INSIDE TOP=296.93


INSIDE TOP=297.03

FL=295.08

INLET

FL=291.24

OUTLET

’’C’’ CB

’’C’’ CB

’’C’’ CB’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

15"

RC

P

BOT=342.27

FL=344.67

TF=347.87

"C"CB

BOT=344.50

FL=344.50 W

FL=344.60 E

TF=348.30

"C"CB

15"

RC

P

BOT=339.73

FL=339.73 W

FL=339.73 E

TF=345.13

"C"CB

BOT=339.02

FL=339.82

TF=345.02

"C"CB

BOT=342.37

FL=343.67

TF=348.07

"C"CB

BOT=342.42

FL=342.42 W

FL=342.72 E

TF=348.12

"C"CB

15"

RC

P15"

CM

P

FL=334.82

15" CMP

15" CMP

BOT=338.66

FL=338.66 S

FL=338.96 N

TF=342.56

"C"CB

18’’ R

CP

FL=336.07

BOT=336.63

FL=336.63

TF=340.13

"C"CB

SIZE UNKNOWN SIZE UNKNOWN

BOT=339.41

FL=341.11

TF=344.81

"C"CB 18’’ R

CP

FL=340.41

"DG" ENDWALL

BOT=309.97

FL=313.67 S

FL=313.67 N

TF=334.67

"DG" ENDWALL

15"

AC

CM

P

15"

AC

CM

P

(FND.)

CHD (N/F)

CHD (FND.)

CHD

NON ACCESS HIGHWAY LINE R.O.W. MAP 60-04 SH. 3 OF 6

(FND.)

CHD


(FND.)

CHD

(FND.)

CHD



(N/F)

I.P.

(N/F)

I.P.

(N/F)

I.P.

TRUSTEES

ET AL

JOHN J. LAVIN

N/F

TOWN OF HADDAM

N/F

ET AL

KET BOUNPHAKDY

N/F

ET AL

PETER ARSENAULT

N/F

(FND.)

I.P.

(60-88-12)

In Favor Of The State Of Connecticut

Subject To An Easement To Drain

E 1063400

N 7215

00

E 1064000

N 7215

00

293.47’

++

293.50’

+

293.72’

294.25’

+

294.49’

+

292.51’

+

294.81’+

295

295

295

295

295

295

295.45’

+

295.70

+

295.78’

296.59’

+

298.78’

299.20’

+

299.30’

+

299.42’+

300

300

300

300

300

+

300.52’

+

301.72’

301.86’

+ 301.91’

+

+

301.93’

+

301.93’

+

302.17’

+

+

305

305

305

305

305

305

305

305

310

310

310

310

310

310

310

310

+

310.75’

315

315

315

315

315

315

315

315

+

317.59’

317.70’

++

317.75’

+318.19’

320

320

320

320

320

320

320

345

320

325

325

325325325

325

330330330

330330

330

+

334.96’

335335335

335335

335

340

340

340

340

340 340

340

340

340340

340

340

345

345

345

345

345

345 345

345

345

350

350

350

350

355

63+0064+0065+0066+0067+00

E 1063709.5

9N

721019.1

8

PT 67+

13

E 1063863.5

8N

720636.4

5

PT S

TA 63+

00

68+0069+0070+0071+0072+0073+00

90+00

83+0084+00

85+0086+00

87+0088+00

89+0091+00

92+0093+00

E 1063813.2

1

N

721382.5

2

PT S

TA 90+

18

E 1063697.0

5

N

721707.4

5

PT S

TA 93+

63

E 1064058.0

5

N

720707.7

9

PT S

TA 83+

00

E 1063468.7

4N

721616.5

2

PT S

TA 73+

57

CMS

TEMPORARY WORK AREA REQUIREDA

EASEMENT TO FLOOD REQUIREDC

A

AC

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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Plotted Date:

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- - - -

- - -

- - -

- - - -

ROUTE 9


HWY-07

MPB

EAJ HADDAM

PLAN SHEET

172-391

ANTI-TRACKING PAD

(INLET SIDE)

PRIMARY WORK AREA

WORK AREA

LIMIT OF PROPOSED

WORK AREA

LIMIT OF PROPOSED

SYSTEM

CONTROL

SEDIMENTATION


OBJECT MARKER

OBJECT MARKER

CONCRETE BARRIER CURB

TEMPORARY PRECAST

ATTENUATION SYSTEM

TEMPORARY IMPACT

IN THE VICINITY OF THE CULVERT INLET. ANY DAMAGE TO THE CMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

7) THE CONTRACTOR SHALL AVOID CONTACT WITH THE CHANGEABLE MESSAGE SIGN (CMS) LOCATED

SHALL BE PAID FOR AS RESET 3-CABLE GUIDERAIL (I-BEAM POSTS).

6) REMOVAL, STORAGE AND REPLACEMENT OF 3-CABLE GUIDERAIL ON THE NORTHBOUND SIDE OF ROUTE 9

ENVIRONMENTAL PLANNING.

INLET WILL BE REMOVED BY THE CONTRACTOR, UNDER THE DIRECTION OF THE DEPARTMENT’S OFFICE OF

5) DEPOSITED SEDIMENTS WHICH HAVE BUILT UP IMMEDIATELY ADJACENT TO THE CULVERT

4) RIP-RAP WILL BE INSTALLED BEHIND THE OUTLET ENDWALL TO STABILIZE THE SLOPE.

SEE WATER HANDLING PLAN AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.

INTERIOR PIPE PLACED INSIDE THE LARGER CULVERT WILL BE USED FOR WATER HANDLING.

REQUIRED DURING GROUTING AND ANY CONCRETE WORK. DURING THIS TIME, A SMOOTH

WATER IS FLOWING THROUGH THE PIPE (STREAM BASEFLOW). WATER HANDLING WILL BE

3) IT IS EXPECTED THAT THE INSTALLATION OF THE 60" PIPE LINER WILL TAKE PLACE WHILE

TOPOGRAPHY OR TO MINIMIZE REMOVAL OF MATURE TREES.

2) THE LOCATION OF TEMPORARY CONSTRUCTION ACCESS SHALL BE ADJUSTED SLIGHTLY FOR

WILL BE FROM THE INLET END OF THE CULVERT.

1) THE PRIMARY CONSTRUCTION ACCESS AND WORK AREA FOR CULVERT LINER INSTALLATION

GENERAL NOTES:

FOR ACCESS)

(TEMPORARILY GRADE AS REQUIRED


ATTACHMENT

TEMPORARY GUIDERAIL







SUPPLEMENTAL SPECIFICATIONS:

FOR THE FOLLOWING ITEMS, REFER TO FORM 816 AND

NOTE:

FOR ACCESS)

(TEMPORARILY GRADE AS REQUIRED


ANTI-TRACKING PADMODIFIED RIP-RAP

SYSTEM

CONTROL

SEDIMENTATION

(INCLUDED IN PAY ITEM FOR PIPE)

INSTALL BAFFLES INSIDE PIPE

CHANNEL EXCAVATION - EARTH)

REMOVE SEDIMENT (PAID FOR AS

EASEMENT LIMIT

APPROXIMATE PONDING

AD

83

COORDINATE GRID

CONNECTICUT

(185 FEET)

RESET METAL BEAM RAIL

(LOCATION APPROXIMATE)

CHANGEABLE MESSAGE SIGN

(INCLUDED IN PAY ITEM FOR PIPE)

GROUT SPACE BETWEEN PIPES

CORRUGATED METAL PIPE

408’ - 60" ALUMINUM

BEAM RAIL (185 FEET)

REMOVE METAL

ANCHOR SHALL REMAIN

TYPE 1 (TEMPORARY)

END ANCHORAGE

RESET 3-CABLE GUIDE RAIL (388 FEET)

LEGEND

03.07

WINGWALLCONC.

72’’ C

MP


ENDWALLCONC.

WINGWALLCONC.

72’’ C

MP


BIT.

APRON

SWAMP

CLUMP OF CEDAR

BIT.

APRON

SWAMP

CLUMP OF CEDAR

HILL BROOKTURKEY HILL BROOK

TURKEY HILL

TURKEY

BROOK

BROOK

HILL

TURKEY

WATER HANDLING PIPE

(LOCATION APPROXIMATE)

DE-WATERING BASIN

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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6/3/2013

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STAGE 1 STAGE 2

ROUTE 9

CULVERT REHABILITATION HWY-08

MPB

EAJ HADDAM

STAGING ANDWATER HANDLING PLAN

172-391

’’C’’ CB’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

15"

RC

P

BOT=342.42

FL=342.42 W

FL=342.72 E

TF=348.12

"C"CB

15"

RC

P15"

CM

P

18’’ R

CP

FL=336.07


BOT=339.41

FL=341.11

TF=344.81

"C"CB 18’’ R

CP

"DG" ENDWALL

BOT=309.97

FL=313.67 S

FL=313.67 N

TF=334.67

"DG" ENDWALL

15"

AC

CM

P

WL1

(FND.)

CHD (N/F)

CHD


(FND.)

CHD


TOWN OF HADDAM

N/F

(FND.)

I.P.

’’C’’ CB’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

15"

RC

P

BOT=342.42

FL=342.42 W

FL=342.72 E

TF=348.12

"C"CB

15"

RC

P15"

CM

P

18’’ R

CP

FL=336.07


BOT=339.41

FL=341.11

TF=344.81

"C"CB 18’’ R

CP

"DG" ENDWALL

BOT=309.97

FL=313.67 S

FL=313.67 N

TF=334.67

"DG" ENDWALL

15"

AC

CM

P

WL1

(FND.)

CHD (N/F)

CHD


(FND.)

CHD


TOWN OF HADDAM

N/F

(FND.)

I.P.

ACCESS

CONSTRUCTION

TEMPORARY


SANDBAG COFFERDAM

ACCESS

CONSTRUCTION

TEMPORARY


THE CONTRACTOR MUST SEEK APPROVAL IN WRITING FROM THE ENGINEER PRIOR TO STARTING WORK.

ALIGNMENT BOLTS AND INTERNAL COUPLING BANDS. IN THE EVENT THE INLET WILL BE USED AS THE PRIMARY WORK AREA,

CONTINUE UNTIL ALL OF THE LINER PIPE SECTIONS HAVE BEEN PUSHED INTO THE PIPE. CONNECT EACH LINER SECTION USING THE

IS NOT ABLE TO MOVE FURTHER UP THE PIPE. THE NEXT SECTION WILL BE PUSHED UNTIL IT MEETS THE PREVIOUS SECTION. THIS WILL

SECTIONS TO THE PRIMARY WORK AREA (OUTLET SIDE) AND PUSHING EACH SECTION INDIVIDUALLY TOWARD THE INLET UNTIL IT

INSTALL 96" CORRUGATED ALUMINUM PIPE (LINER). THIS IS EXPECTED TO BE ACCOMPLISHED BY BRINGING PIPE 6)




WORK AREA AT THE PIPE OUTLET.

INSTALL MODIFIED RIP-RAP ONLY AS NECESSARY TO CREATE A LEVEL AND STABLE SURFACE FOR THE EQUIPMENT 3)

UNDERLINE ACCESS ROAD WITH GEOTEXTILE FILTER FABRIC (SEPARATION - HIGH SURVIVABILITY) IN WETLAND AREAS.




STAGE 1 NOTES:

RESTORE ALL DISTURBED AREAS. INSTALL PLANTINGS, TOPSOIL AND SEED TO RESTORE AS REQUIRED OR AS DIRECTED BY THE ENGINEER.12)

REMOVE WATER HANDLING EQUIPMENT AND TEMPORARY WORK PAD.11)

INSTALL RIP-RAP BEHIND ENDWALL AT THE OUTLET.10)

REMOVE CRUSHED STONE PAD AT INLET, CLEAN SEDIMENT DEPOSITS AND SHAPE CHANNEL AS REQUIRED FOR UNIMPEDED FLOW TO INLET.9)

INSTALL ALUMINUM BAFFLES INSIDE THE LINER PIPE.8)

GROUT SPACE BETWEEN EXISTING CULVERT AND THE NEW PIPE LINER.7)

ESTABLISH SUITABLE PUMP INLET FOR REMOVAL EXCESS WATER IN WORK AREA TAKING CARE TO MINIMIZE SCOURING OF THE STREAMBED. 6)

TO RECEIVE STREAM BASE FLOW FROM WATER HANDLING PIPE.

DISCHARGE STREAM BASE FLOW DOWNSTREAM OF THE SANDBAG COFFERDAM CONSTRUCTED AT THE OUTLET. MAINTAIN AREA 5)

INSTALL COFFERDAM AND DEWATERING BASIN AT OUTLET TO ALLOW DE-WATERING OF OUTLET AREA.4)

PLACE SANDBAG COFFERDAM(S) AT INLET AND DISCHARGE STREAM BASEFLOW FROM THE TWO CHANNELS INTO THE WATER HANDLING PIPE. 3)

BASE FLOW WILL BE CONVEYED PAST THE WORK AREAS AT THE INLET AND OUTLET.

INSTALL 18�WATER HANDLING PIPE INSIDE THE 60" LINER PIPE. INSTALL THE PIPE SO THAT THE STREAM 2)

(ENVIRONMENTAL PERSONNEL) PRIOR TO INSTALLATION OF WATER HANDLING PIPE.

WATER HANDLING METHODS AND INLET AND OUTLET LOCATIONS MUST BE VERIFIED BY THE DEPARTMENT 1)

STAGE 2 NOTES:

WORK AREA

LIMIT OF TEMPORARYWORK AREA

LIMIT OF TEMPORARY

CULVERT # 6683 (SITE 2)

PRIMARY WORK AREA, THE CONTRACTOR MUST SEEK APPROVAL IN WRITING FROM THE ENGINEER PRIOR TO STARTING WORK.

INTO POSITION. CONNECT EACH LINER SECTION USING THE INTERNAL COUPLING BANDS. IN THE EVENT THE OUTLET WILL BE USED AS THE

THE LINER PIPE SECTIONS HAVE BEEN PUSHED INTO THE PIPE. ALIGNMENT BOLTS SHALL BE INSTALLED TO SECURELY FIX THE LINER PIPE

IN ITS FINAL POSITION. THE NEXT SECTION WILL BE PUSHED UNTIL IT MEETS THE PREVIOUS SECTION. THIS WILL CONTINUE UNTIL ALL OF

SECTIONS TO THE PRIMARY WORK AREA (INLET SIDE) AND PUSHING EACH SECTION INDIVIDUALLY TOWARD THE OUTLET UNTIL IT IS INSTALLED

INSTALL 60" CORRUGATED ALUMINUM PIPE (LINER). THIS IS EXPECTED TO BE ACCOMPLISHED BY BRINGING PIPE 6)




AREA AT THE PIPE INLET.

INSTALL MODIFIED RIP-RAP AS NEEDED TO CREATE A LEVEL AND STABLE SURFACE FOR THE EQUIPMENT WORK 3)

UNDERLINE ACCESS ROAD WITH FILTER FABRIC (HIGH SURVIVABILITY) IN WETLAND AREAS.




STAGE 1 NOTES:

BEHIND ENDWALL

INSTALL RIP-RAP

295 295

3" CRUSHED STONE PAD

(MODIFIED RIP-RAP)

CONSTRUCTION WORK AREA SANDBAG COFFERDAM

SANDBAG COFFERDAM

300

300

300

300

300

300

300

300

300

300

305

305

305

305

305

305

305

305

305

305

310

310

310

310

310

310

310

310

310

310

315

315

315

315

315

315

315

315

320

320

320

320

320

320

325

325

325

325

330330

330

330330

330

AD

83

COORDINATE GRID

CONNECTICUT

335335

335

335

335335

335

335

WATER HANDLING PIPE

CE

DA

R

CL

MP

CE

DA

R

CL

MP

340

340

340

340340

340

340

340

340

340340

340

345

345

345

345 345

345

345

345 345

345

350 350

03.08

ENDWALLCONC.

WINGWALLCONC.

72’’ C

MP


CT. ROUTE 9 SOUTHBOUND

WOODS

WOODS

WOODS

WOODS

WOODS

WOODS

BCLC

BCLC

BCLC

BCLC

BIT. LEAKOFF

BIT.

APRON

SWAMP

MBR

MBR BCLC

BCLC

CLUMP OF CEDAR

DIRT ROAD

TO MIDDLETOWN

HILL BROOK

TURKEY HILL

TURKEY

BROOK

INSIDE TOP=298.84

INSIDE TOP=297.40





INSIDE TOP=299.63


INSIDE TOP=300.57


INSIDE TOP=296.93


INSIDE TOP=297.03

FL=295.08

INLET

FL=291.24

OUTLET

’’C’’ CB

’’C’’ CB

’’C’’ CB’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

’’C’’ CB

15"

RC

P

BOT=342.27

FL=344.67

TF=347.87

"C"CB

BOT=344.50

FL=344.50 W

FL=344.60 E

TF=348.30

"C"CB

15"

RC

P

BOT=339.73

FL=339.73 W

FL=339.73 E

TF=345.13

"C"CB

BOT=339.02

FL=339.82

TF=345.02

"C"CB

BOT=342.37

FL=343.67

TF=348.07

"C"CB

BOT=342.42

FL=342.42 W

FL=342.72 E

TF=348.12

"C"CB

15"

RC

P15"

CM

P

FL=334.82

15" CMP

15" CMP

BOT=338.66

FL=338.66 S

FL=338.96 N

TF=342.56

"C"CB

18’’ R

CP

FL=336.07

BOT=336.63

FL=336.63

TF=340.13

"C"CB


BOT=339.41

FL=341.11

TF=344.81

"C"CB 18’’ R

CP

FL=340.41

"DG" ENDWALL

BOT=309.97

FL=313.67 S

FL=313.67 N

TF=334.67

"DG" ENDWALL

15"

AC

CM

P

15"

AC

CM

P

(FND.)

CHD (N/F)

CHD (FND.)

CHD


(FND.)

CHD


(FND.)

CHD

(FND.)

CHD



(N/F)

I.P.

(N/F)

I.P.

(N/F)

I.P.

TRUSTEES

ET AL

JOHN J. LAVIN

N/F

TOWN OF HADDAM

N/F

ET AL

KET BOUNPHAKDY

N/F

ET AL

PETER ARSENAULT

N/F

(FND.)

I.P.

(60-88-12)

In Favor Of The State Of Connecticut

Subject To An Easement To Drain

E 1063400

N 7215

00

E 1064000

N 7215

00

293.47’

++

293.50’

+

293.72’

294.25’

+

294.49’

+

292.51’

+

294.81’+

295

295

295

295

295

295

295.45’

+

295.70

+

295.78’

296.59’

+

298.78’

299.20’

+

299.30’

+

299.42’+

300

300

300

300

300

+

300.52’

+

301.72’

301.86’

+ 301.91’

+

+

301.93’

+

301.93’

+

302.17’

+

+

305

305

305

305

305

305

305

305

310

310

310

310

310

310

310

310

+

310.75’

315

315

315

315

315

315

315

315

+

317.59’

317.70’

++

317.75’

+318.19’

320

320

320

320

320

320

320

345

320

325

325

325325325

325

330330330

330330

330

+

334.96’

335335335

335335

335

340

340

340

340

340 340

340

340

340340

340

340

345

345

345

345

345

345 345

345

345

350

350

350

350

355

63+0064+0065+0066+0067+00

E 1063709.5

9N

721019.1

8

PT 67+

13

E 1063863.5

8N

720636.4

5

PT S

TA 63+

00

68+0069+0070+0071+0072+0073+00

90+00

83+0084+00

85+0086+00

87+0088+00

89+0091+00

92+0093+00

E 1063813.2

1

N

721382.5

2

PT S

TA 90+

18

E 1063697.0

5

N

721707.4

5

PT S

TA 93+

63

E 1064058.0

5

N

720707.7

9

PT S

TA 83+

00

E 1063468.7

4N

721616.5

2

PT S

TA 73+

57

CMS

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40’

40 800








6/3/2013

BLOCK:

SIGNATURE/

DATE: APPROVED BY:


...\MSH_PLN_06683-PLANTING.dgn


Plotted Date:

CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - -

ROUTE 9


HWY-09HADDAM

172-391

CULVERT # 6683 PLANTING SPECIFICATIONS

COMMON NAME SIZE WETLAND INDICATOR STATUS TOTAL

8

8

9

4

FAC

FAC

FAC

FAC

24" - 36"

24" - 36"

24" - 36"NANNYBERRY

SYMBOL

CLETHRA ALNIFOLIA

SCIENTIFIC NAME

VIBURNUM LENTAGO

3FACUQUERCUS RUBRA

ACRU

QURU

CA

LB

VL

10FACW24" - 36"VC VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY

1�-2" CAL

1�-2" CAL

SPICEBUSHLINDERA BENZOIN

VLVL

VLVL

VL

CACA

CA CA

VC VC LB

LB

CA

LB

VC

VCVCVC

VCCA

CACAVLVLVLLB

LBLB

LBLB

ACRUQURU

ACRU

QURUACRU QURU ACRU

SUMMERSWEET

ACER RUBRUM RED MAPLE

RED OAK

SEE PLAN SHEET (HWY-04) FOR DESIGN INFORMATION.

THIS PLAN IS FOR PLANTING INFORMATION ONLY.

NOTE:

A. SAUL

K. LESAY

CULVERT #6683 (SITE 2)PLANTING PLAN

VL

VC

VC

VC

AD

83

COORDINATE GRID

CONNECTICUT

302’

03.09

highway design subset 03 - highway plans - … ’b-b’ plan section (looking downstream) flow flow...

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