7928 2026-08 Butlertown Road 03-17-26.pdf.crdownload

Sheet List Table Sheet

Number Sheet Title

-- Cover Sheet

1 General Notes

2 Plan & Profile 1

3 Plan & Profile 2

4 Plan & Profile 3

5 Plan & Profile 4

6 Construction Details (1)

7 Construction Details (2)

· TREE REMOVAL WITHIN THE CONTRACT LIMITS SHALL BE DETERMINED IN CONJUNCTION WITH THE ENGINEER AND TOWN TREE WARDEN.

· NO TREE IN EXCESS OF 8" SHALL BE REMOVED WITHOUT APPROVAL BY THE TREE WARDEN.

· THE CONTRACTOR SHALL STAKE THE LIMITS OF GRADING PRIOR TO DETERMINING EXTENT OF TREE REMOVAL.

· ALL TREES (REGARDLESS OF SIZE), WITHIN THE LIMITS OF GRADING, OR INTERFERING WITH THE PROPOSED WORK SHALL BE REMOVED

BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

· THE CONTRACTOR SHALL GIVE ABUTTING PROPERTY OWNERS THE OPPORTUNITY TO TAKE CUT WOOD FOR THEIR PRIVATE USE. IT

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL REMAINING STUMPS, CUT-UP TREES & LIMBS, ETC. WITHIN THE

CONTRACT LIMITS.

· ALL COSTS ASSOCIATED WITH THE ABOVE WORK SHALL BE INCLUDED IN THE SPECIFIC TREE REMOVAL PAY ITEMS.

· THE CONTRACTOR SHALL PROTECT REMAINING TREES FROM DAMAGE DURING CONSTRUCTION.

NAVD 88

BASE ELEV

210.00

BUTLERTOWN ROAD CL (STA 0+00 TO STA 5+00)

HORIZ. SCALE = 1" = 20'

VERT. SCALE= 1" = 5'

0+00

7.

.2

6.

.5

1+00

6.

.8

8.

.9

2+00

9.

.0

0.

.9

3+00

0.

.7

0.

.1

4+00

1.

.6

1.

.0

5+00

2.

.3

0.91%

-1.65% 2.43%

G R

AD

E

BR

EA

K

ST

A

0+

.0

EL

EV

.2

7 GRADE BREAK STA = 4+50.00

ELEV = 231.90

PVI STA = 0+70.76

PVI ELEV = 226.10

A.D. = 4.08% K = 24.54

100' VC

PV

C

: 0 +2

0.

EL

EV

: 2

.9

PV

T:

+2

0.

EL

EV

: 2

.3

LOW POINT ELEV = 226.60

LOW POINT STA = 0+61.25

100' VC

PV

C

: 1 +7

EL

EV

: 2

.6

PV

T:

+7

EL

EV

: 2

.3

PROPOSED GRADE

CROWNED ROADWAY SECTION

19' - 12" CORRUGATED HDPE PIPE

S=4.2%

0.91%

-1.65% 2.43%

EXISTING 42"

REINFORCED CONCRETE PIPE

CONTECH CASCADE MODEL CS-4

WITH GRATED INLET

TF=226.3±

INV IN=(12" NE)=222.00

INV OUT=(8" NW)=222.00

10' - 8" PVC PIPE

S=33.1%

SF SF SF SF SF

SF SF

.0

S 32° 04' 54" E 700.00' 0+00 1+00 2+00 3+00 4+00 5+0022

8 230

231 232

229 232

CONTECH CASCADE MODEL CS-4

WITH GRATED INLET

TF=226.3±

INV IN=(12" NE)=222.00

INV OUT=(8" NW)=222.00

CB W' CAPE COD BERM TOP

(3-FOOT SUMP)

TF=226.4±

INV OUT=(12" SW)=223.00

19' - 12" CORRUGATED HDPE PIPE

S=4.2%

CORE DRILL AND PROVIDE

WATER TIGHT CONNECTION

TO EXISTING PIPE

8" PVC

INV. ELEV. =218.00

10' - 8" PVC PIPE

S=33.1%

M A

TC

H

LI

N

E (S

EE

S

H

EE

T

BIT. CONC.

D'WAY

BIT. CONC.

D'WAY

BIT. CONC.

D'WAY APRON

BIT. CONC.

D'WAY APRON

CAPE COD BERM

(TYP.)

LIMIT OF GRADING

(TYP.)

RETAIN AND PROTECT

GUARDRAIL

GRAVEL D'WAY GRAVEL D'WAY

4" EPOXY RESIN

DOUBLE YELLOW LINE

(TYP.)

INSERT INLET

SEDIMENTATION

CONTROL DEVICE

INSTALL AND MAINTAIN

SILT FENCE. (TYP.)

REMOVE TREES WITHIN

LIMIT OF GRADING

(TYP.)

R-B APPROACH TERMINAL SECTION

CTDOT HW-910_17

R-B END ANCHORAGE TYPE II

PER CTDOT HW-911_01

LOAM & SEED ALL

DISTURBED AREAS

(TYP.)

COLD RECLAIM

EXISTING PAVEMENT

(SEE DETAIL)

REMOVE AND RESET

MAILBOX IF REQUIRED

PROVIDE 53 FT ±. TYPE R-B 350 METAL BEAM GUIDERAIL.

USE MULTIPLE BLOCKOUTS TO AVOID OBSTRUCTIONS

PER CTDOT HW-910_02 IF REQUIRED

220.00

BUTLERTOWN ROAD CL (STA 5+00 TO STA 10+00)

HORIZ. SCALE = 1" = 20'

VERT. SCALE= 1" = 5'

5+00

2.

.3

2.

.5

6+00

2.

.6

2.

.5

7+00

3.

.6

3.

.9

8+00

3.

.2

3.

.5

9+00

4.

.8

4.

.7

10+00

5.

.2

0.50%

50' VC

PV

C

: 8 +7

EL

EV

: 2

.0

PV

T:

+2

EL

EV

: 2

.5

50' VC

PVC: 9+25

ELEV: 234.57

PVT: 9+75

ELEV: 235.16

PROPOSED GRADE

CROWNED ROADWAY SECTION

.0

'5+00 6+00 7+00 8+00 9+00 10+00

PI 7+00.0

S 31° 28' 33" E 749.99'

M A

TC

H

LI

N

E (S

EE

S

H

EE

T

M A

TC

H

LI

N

E (S

EE

S

H

EE

T

BIT. CONC.

D'WAY APRON

4" EPOXY RESIN

DOUBLE YELLOW LINE

(TYP.)

LIMIT OF GRADING

(TYP.)

VEGETATED SWALE

(SEE DETAIL)

VEGETATED SWALE

(SEE DETAIL)

LOAM & SEED ALL

DISTURBED AREAS

(TYP.)

CLEAR AND GRUB AND REMOVE

ALL TREES IN AREA OF PROPOSED

VEGETATED SWALE

CLEAR AND GRUB AND REMOVE

ALL TREES IN AREA OF PROPOSED

VEGETATED SWALE

REMOVE TREES WITHIN

LIMIT OF GRADING

(TYP.)

COLD RECLAIM

EXISTING PAVEMENT

(SEE DETAIL)

230.00

BUTLERTOWN ROAD CL (STA 10+00 TO STA 15+00)

HORIZ. SCALE = 1" = 20'

VERT. SCALE= 1" = 5'

10+00

5.

.2

5.

.3

11+00

5.

.5

6.

.8

12+00

7.

.1

0.

.4

13+00

3.

.7

6.

.4

14+00

9.

.8

9.

.4

15+00

9.

.1

7.40%

0.63%

PVI STA = 12+07.30

PVI ELEV = 236.61

A.D. = 6.77% K = 22.14

150' VC

PV

C

: 1 1+

.3

EL

EV

: 2

.1

PV

T:

2+

.3

EL

EV

: 2

.1

PVI STA = 13+88.00

PVI ELEV = 249.98

A.D. = -7.80% K = 16.03

125' VC

PV

C

: 1 3+

.5

EL

EV

: 2

.3

PV

T:

4+

.5

EL

EV

: 2

.7

3201' SSD

HIGH POINT ELEV = 249.75

HIGH POINT STA = 14+44.12

PROPOSED GRADE

CROSS SLOPE TRANSITIONCROWNED ROADWAY SECTION SUPERELEVATED ROADWAY SECTION

.0

'10+00 11+00 12+00 13+00 14+00 15+00PI 14+50.023

M A

TC

H

LI

N

E (S

EE

S

H

EE

T

M A

TC

H

LI

N

E (S

EE

S

H

EE

T ) 53

4" EPOXY RESIN

DOUBLE YELLOW LINE

(TYP.)

CAPE COD BERM

(TYP.)

LIMIT OF GRADING

(TYP.)

VEGETATED SWALE

(SEE DETAIL)

REMOVE

BOULDER

BIT. CONC.

D'WAY APRON

BIT. CONC.

D'WAY APRON BIT. CONC.

D'WAY APRON

BIT. CONC.

D'WAY APRON

BIT. CONC.

D'WAY APRON

LOAM & SEED ALL

DISTURBED AREAS

(TYP.)

CLEAR AND GRUB AND REMOVE

ALL TREES IN AREA OF PROPOSED

VEGETATED SWALE

CLEAR AND GRUB AND REMOVE

ALL TREES IN AREA OF PROPOSED

VEGETATED SWALE

REMOVE TREES WITHIN

LIMIT OF GRADING

(TYP.)

COLD RECLAIM

EXISTING PAVEMENT

230.00

BUTLERTOWN ROAD CL (STA 15+00 TO STA 20+00)

HORIZ. SCALE = 1" = 20'

VERT. SCALE= 1" = 5'

15+00

9.

.1

9.

.8

16+00

9.

.5

8.

.4

17+00

8.

.5

8.

.6

18+00

9.

.7

9.

.9

19+00

9.

.1

9.

.1

20+00

9.

.4

-0.40% 0.19%

GRADE BREAK STA = 16+75.00

ELEV = 248.84

GRADE BREAK STA = 20+00.00

ELEV = 249.45

PROPOSED GRADE

SUPERELEVATED ROADWAY SECTION

.0

'15+00 16+00 17+00 18+00 19+00 20+00249

M A

TC

H

LI

N

E (S

EE

S

H

EE

T )4

REMOVE STUMP

REMOVE STUMP

4" EPOXY RESIN

DOUBLE YELLOW LINE

(TYP.)

CAPE COD BERM

(TYP.)

LIMIT OF GRADING

(TYP.)

BIT. CONC.

D'WAY APRON BIT. CONC.

D'WAY APRON

GRAVEL D'WAY

LOAM & SEED ALL

DISTURBED AREAS

(TYP.)

REMOVE TREES WITHIN

LIMIT OF GRADING

(TYP.)

COLD RECLAIM

EXISTING PAVEMENT

REMOVE TREE

NB TRAVEL LANE

BL

CONSTRUCTION

TYPICAL SECTION

BUTLERTOWN ROAD

STA 0+50 TO STA 20+00

(FULL-DEPTH RECLAMATION)

SCALE: 1" = 2'

11'-0')

PGL & CROWN LINE

EXISTING SUB-GRADE

2 12 " BITUMINOUS CONCRETE

CLASS 2 SURFACE COURSE 2 12 " BITUMINOUS CONCRETE

CLASS 1 BINDER COURSE

SB TRAVEL LANE

11'-0"

2.0%

VARIES - 2% MAX.

(SEE PLAN FOR GRADES)

COLD RECLAIM EXISTING PAVEMENT TO A

MINIMUM DEPTH OF 12". RECLAIMED MATERIAL

SHALL MEET THE REQUIREMENTS OF ARTICLE

M.05.01 OF DOT 819 SPECIFICATION.

REGRADE & COMPACT REMAINING MATERIAL.

NOTE:

CAPE COD BERM TO BE SET ON

BINDER OR TO BE LAID AS A

SINGLE MONOLITHIC UNIT WITH

THE TOP COURSE OF PAVEMENT.

BITUMINOUS CONCRETE BERM

HMA S0.375 WHERE DIRECTED

PAVEMENT CONSTRUCTION

PER TYPICAL SECTION

RECLAIMED BASE MATERIAL GRADATION

Square Mesh Sieve Size % Passing by Mass 2½ inches (63 mm) 100 2 inches (50 mm) 95 - 100 ¾ inch (19 mm) 50 - 75 ¼ inch (6.3 mm) 25 - 45 #40 (425 µm) 5 - 20 #100 (150 µm) 2 - 12

(4 '-0

SOLIDS STORAGE SUMP

INLET PIPE

(MULTIPLE INLET PIPES

MAY BE ACCOMMODATED)

OUTLET PIPE

VA

R

IE

S

2' -3

6]

PLAN VIEW B-B

NOT TO SCALE

ELEVATION A-A

NOT TO SCALE

FIBERGLASS OR

POLYPROPYLENE INTERNAL

COMPONENTS

CONTRACTOR TO GROUT

TO FINISHED GRADE

GRADE

RINGS/RISERS

48" [1219] I.D. MANHOLE

STRUCTURE

TOP SLAB ACCESS

(SEE FRAME AND GRATE DETAIL)

TOP OF CENTER CHAMBER

(EXTENSIONS AVAILABLE

AS REQUIRED)

INLET PIPE(S)

LOCATION MAY

VARY WITHIN 260°

PERMANENT

POOL ELEVATION

24" X 24" FRAME AND GRATE

(MAY VARY)

NOT TO SCALE

INLET TRAY

NOT TO SCALE

INLET TRAY

GENERAL NOTES

1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.

2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHT, PLEASE CONTACT CONTECH

ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.ContechES.com

3. CASCADE SEPARATOR WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION

CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.

4. CASCADE SEPARATOR STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 2', AND

GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM

ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306.

5. CASCADE SEPARATOR STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C478 AND AASHTO LOAD

FACTOR DESIGN METHOD.

6. ALTERNATE UNITS ARE SHOWN IN MILLIMETERS [mm ].

INSTALLATION NOTES

A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND

SHALL BE SPECIFIED BY ENGINEER OF RECORD.

B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CASCADE

SEPARATOR MANHOLE STRUCTURE.

C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.

D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET AND OUTLET PIPE(S). MATCH PIPE INVERTS WITH ELEVATIONS

SHOWN. ALL PIPE CENTERLINES TO MATCH PIPE OPENING CENTERLINES.

E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE

INVERT MINIMUM. ALL JOINTS BELOW PIPE INVERTS SHALL BE GROUTED.

TYPE C TOP TO BE REPLACED WITH CAPE COD BERM TOP

(SEE DETAIL BELOW)

SPECIAL NOTE:

ENSURE OPENINGS CAST IN CONTECH UNIT TAKE ACCOUNT

OF PROPOSED ENTERING AND LEAVING PIPE SLOPES.