CITY OF MARATHONdnhiggins.com/docs/ITB 1-0-2016 Plans.pdf03 - 04 PLAN AND PROFILE 05 - 07 ROADWAY SECTIONS 08 - 10 UTILITY NOTES AND DETAILS 11 EROSION CONTROL DAVID DOUGLAS ASSOCIATES,

SHEET

NO.

CITY OF MARATHONROADWAY IMPROVEMENT PLANS

MONROE COUNTY

AVENUE L

PLANS PREPARED BY:

NOTE: THE SCALE OF THESE PLANS MAY

HAVE CHANGED DUE TO REPRODUCTION.

PROJECT LOCATION

0 2

Miles

1

N

UTILITY PLANS

PROFESSIONAL OF RECORD: CLAIR WRIGHT III, P.E.

P.E. NO.: 64089

KEY SHEET REVISIONS

DATE DESCRIPTION

INDEX OF UTILITY PLANS

SHEET NO. SHEET DESCRIPTION

01 KEY SHEET

02 TYPICAL SECTION

03 - 04 PLAN AND PROFILE

05 - 07 ROADWAY SECTIONS

08 - 10 UTILITY NOTES AND DETAILS

11 EROSION CONTROL

DAVID DOUGLAS ASSOCIATES, INC.

CIVIL ENGINEERS - LAND PLANNERS - CONTRACT ADMINISTRATORS

1821 Victoria Ave, Fort Myers, Florida 33901

Ph. 239-337-3330

Web: www.ddai-engineers.com

Certificate of Authorization # 7568

H:\_MARATHON-OFFICE-PROJECTS\2014\14-0107 MAL\CADD\DWG\01-14-0107-KEY.DWG 10-13-2015 - 5:09 PMJPANICARO

01

PROJECT LENGTH IS BASED ON ℄ OF CONSTRUCTION

LENGTH OF PROJECT

LINEAR FEET MILES

ROADWAY834.04 0.158

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10-14-15

TYPICAL SECTION

AVENUE L

STA. 10+10.96 TO STA. 18+45.00

NEW CONSTRUCTION

OPTIONAL BASE GROUP 4 WITH

TYPE SP 9.5 STRUCTURAL COURSE (TRAFFIC A) (2")

EXISTING GRADE

±1.80

EXISTING GRADE

±5.39 - 5.94

TYPE B STABILIZATION

LBR 40

R/W LINE

R/W LINE

50' R/W

LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION

STANDARD CLEARING & GRUBBING (60')

℄ CONSTRUCTION

0.02 0.02

0.06

0.06

2' 10' 10' 2'

PROFILE GRADE

POINT

FUTURE DEVELOPMENT

12"

6.00

5.80

5.80

5.68

5.68

18" THICK RUBBLE RIP-RAP DITCH LINING

W/FILTER FABRIC PER FDOT INDEX 281

FROM TOP OF BANK TO TOE OF SLOPE

SOD SOD

5' TEMP. CONSTRUCTION

EASEMENT

6'

2.8'

RETENTION AREA

6'

2.5'

RETENTION AREA

2'

1'

1.5'

3.70

3.70

4.35

MATCH EXISTING

MATCH EXISTING

4.2'3.2'

1.8'

1

:

3

1

:

2

1

:

3

1

:

1

:

5

1

:

3

CITY OF MARATHON, FLORIDA

ROAD NO. COUNTY PROJECT #

DESCRIPTIONDATE DESCRIPTION DATE

REVISIONS

SHEET

NO.

H:\_Marathon-Office-Projects\2014\14-0107 MAL\CADD\DWG\02-14-0107-TYP-SEC.dwg

Jason Panicaro10/13/2015 8:55:34 AM

AVENUE LMONROE 14-0107




Ph. 239-337-3330


Certification of Authorization # 7568

Clair Wright III, P.E. # 64089

02

TYPICAL SECTION

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10-14-15

R15'

R25'

SAWCUT EXISTING ASPHALT

FOR SMOOTH EDGE AND REMOVAL

10'

10'

STA:10+00.53

OFF:22.76 (LT) PC

STA:10+25.64

OFF:31.34 (RT) PC

STA:10+39.24

OFF:10.00 (RT) PT

STA:10+22.33

OFF:10.00 (LT) PT

START TOE

STA:10+60.00

OFF:19.23 (RT)

START TOE

STA:10+40.00

OFF:19.40 (LT)

STA: 10+65.00

OFF: 19.25' (RT)

FDOT TYPE "E" (DBI)

CONTROL STRUCTURE

(STEEL GRATE ONLY)

GE:4.20

03

IE:2.20(SE)

STA: 10+18.24

OFF: 31.24' (LT)

1:4 MES FDOT INDEX 273

04

IE:2.20(NE)

STA: 10+47.14

OFF: 28.67' (RT)


05

IE:2.20(SW)

58 LF-14"X23" ERCP

STA: 10+58.92

OFF: 29.45' (RT)


06

IE:2.20(NW)

7 LF-14"X23" ERCP

10+00 11+00 12+00 13+00 14+00 15+00

AVENUE L

BEGIN PROJECT CONSTRUCTION

STA:10+10.96

CONTRACTOR TO ADJUST

EXISTING VALVE

N0° 00' 00.00"E

PROP. 4" PVC SDR 21

VACUUM SANITARY SEWER LINE

5' TEMPORARY CONSTRUCTION

EASEMENT (TYP)

RUBBLE RIP-RAP (TYP)

SEE ROADWAY CROSS SECTIONS

REMOVE EXISTING 4" END CAP

AND TIE INTO EXISTING 4"

VACUUM SEWER

CONTRACTOR TO FIELD VERIFY

LOCATION OF CAP AND VALVE

40 LF 3" SDR 21 PVC

VACUUM SEWER

LATERAL

(SINGLE SERVICE)

SEE MAIN CONNECTION

DETAILS FOR CONNECTION OPTIONS

STA:12+76.06

OFF:13.71 (RT)

SEE MAIN CONNECTION


STA:14+95.76

OFF:14.00 (RT)

VALVE PIT (VP1)

W/3 LF 6" SDR26 PVC STUB

W/CLEANOUT (RESIDENTIAL SIDE PLUGGED)

STA:11+57.69

OFF:26.79 (LT)

INV. EL 3.7'

39 LF 3" SDR 21 PVC

VACUUM SEWER LATERAL

(DOUBLE SERVICE)

BEGIN RIP RAP

STA:10+67.57

OFF:23.50 (RT)

VALVE PIT (VP2)

W/3 LF (EACH SIDE) 6" SDR26 PVC STUB


STA:12+78.45

OFF:26.80 (LT)

INV. EL 3.7'

STA:10+16.62

OFF:13.05 (LT)

12 LF 24" WHITE TRAFFIC BAR

AND R1-1 STOP SIGN

SEE MAIN CONNECTION


STA:11+55.00

OFF:14.00 (RT)

5' SUMP X WIDTH OF MES

GRADE TO NATURAL GROUND

MAXIMUM 1:4, ELEVATION TO

MATCH MES FLOW LINE

5' SUMP X WIDTH OF MES GRADE TO NATURAL GROUND

MAXIMUM 1:4, ELEVATION TO MATCH MES FLOW LINE

STA:10+00.00

OFF:0.00

FOUND NAIL AND

DISC LS 4906

STA:11+68.41

OFF:0.00

SET 60d NAIL

STA:12+78.44

OFF:0.00

SET 60d NAIL

STA:13+88.44

OFF:0.00

SET 60d NAIL

MATCHLINE STA 14+60.00

0

2

4

6

8

10

12

14

16

14"X23" ERCP

FDOT TYPE "E" (DBI)

CONTROL STRUCTURE

GE:4.20

03

IE:2.20(SE)

PI 10+10.96

EL 5.77

PI 10+30.96

EL 6.00

11+00 12+00 13+00 14+00

EXISTING GROUND

EXISTING 6" WMEXISTING 4" WM


STA:10+10.96

4" SDR 2

1 PVC

VACUUM

SEWER

MAIN @ 0.2

%

STA 12+15

4" VSAN

INV=0.99

SERVICE LATERAL

CONNECTION

STA 12+16

4" VSAN 45° BEND

INV=0.07

45° BEND

EXISTING 4"

GATE VALVE

EXISTING 6"

VACUUM MAIN

SERVICE LATERAL

CONNECTION

1.16%

0.00%

EL. 6.00

EL. 5.25

0

2

4

6

8

10

12

14

16




REVISIONS

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Ph. 239-337-3330




03

1" = 40' Horizontal

1" = 4' Vertical

PLAN AND PROFILE

SCALE 1"=40'

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10-14-15

10'

10'

STA: 14+88.00

OFF: 19.40' (LT)

FDOT TYPE "E" (DBI)

CONTROL STRUCTURE

(STEEL GRATE ONLY)

GE:5.30

01

IE:2.50(E)

STA: 14+88.00

OFF: 19.25' (RT)

FDOT TYPE "C" INLET

(STEEL GRATE ONLY)

GE:3.70

02

IE:1.60(W)

37 LF-14"X23" ERCP

14+00 15+00 16+00 17+00 18+00 18+53AVENUE L

END PROJECT CONSTRUCTION

STA:18+45.00

END TOE

STA:18+50.00

OFF:19.25 (RT)

END TOE

STA:18+50.00

OFF:19.40 (LT)

N0° 00' 00.00"E


RUBBLE RIP-RAP (TYP)

SEE ROADWAY CROSS SECTIONS

45° BEND

SEE MAIN CONNECTION


STA:14+95.76

OFF:14.00 (RT)

4" X 3" REDUCER

STA:18+30.68

OFF:14.30 (RT)

41 LF 3" SDR 21 PVC


(DOUBLE SERVICE)

41 LF 3" SDR 21 PVC


(DOUBLE SERVICE)

SEE MAIN CONNECTION


STA:17+15.76

OFF:14.00 (RT)

41 LF 3" SDR 21 PVC

VACUUM SEWER

LATERAL

(SINGLE SERVICE)

PROP. 4" PVC SDR 21


END RIP RAP

STA:18+49.52

OFF:24.32 (RT)

GRADE TO EXISTING GROUND

W/ MINIMUM 2' SHOULDER

AND 1:3 OR FLATTER SLOPE


VALVE PIT (VP3)



STA:14+98.45

OFF:26.80 (LT)

INV. EL 3.7'

VALVE PIT (VP4)



STA:17+18.45

OFF:26.80 (LT)

INV. EL 3.7'

VALVE PIT (VP5)

W/3 LF 6" SDR26 PVC STUB


STA:18+35.99

OFF:26.80 (LT)

INV. EL 3.7'

STA:13+88.44

OFF:0.00

SET 60d NAIL

STA:17+18.48

OFF:0.00

SET 60d NAIL

MATCHLINE STA 14+60.00

0

2

4

6

8

10

12

14

16

FDOT TYPE "E" (DBI)

CONTROL STRUCTURE

GE:5.30

01

IE:2.50(E)

14"X23" ERCP

PI 18+45.00

EL 6.00

15+00 16+00 17+00 18+00

EXISTING GROUND

EXISTING 4" WM


STA:18+45.00

SERVICE LATERAL

CONNECTION

SERVICE LATERAL

CONNECTION

STA 18+30

4" X 3" REDUCER

4" SDR 2

1 PVC

VACUUM

SEWER

MAIN @ 0.2

%

STA 12+15

4" VSAN

INV=1.04

STA 12+15

3" VSAN

INV=1.10

EL. 6.00

EL. 5.25

0

2

4

6

8

10

12

14

16

VACUUM MAIN




REVISIONS

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Ph. 239-337-3330




04

1" = 40' Horizontal

1" = 4' Vertical

PLAN AND PROFILE

SCALE 1"=40'

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10-14-15

11+00.00

-4.0

0.0

4.0

8.0

12.0

0 10 20 30 40 5001020304050

6.00

6.00

0.02

0.06

0.02

0.06

12+00.00

-4.0

0.0

4.0

8.0

12.0

0 10 20 30 40 5001020304050

6.00

6.00

0.02

0.06

0.02

0.06

13+00.00

-4.0

0.0

4.0

8.0

12.0

0 10 20 30 40 5001020304050

6.00

6.00

0.02

0.06

0.02

0.06

4" WM

6" WM

6" WM

℄ CONSTRUCTION

5.16

5.11

5.24

1.64

5.24

5.44

6" WM

4" VACUUM SANITARY

4" VACUUM SANITARY

4" VACUUM SANITARY

Embankment

V(cy)A(sf)V(cy)

Regular Exc.

A(sf)

1" = 10' Horizontal

1" = 5' Vertical

13.011.2

12.815.6

93.2

37.6

43.0

7.7

47.849.4

52.250.3

SHEET TOTAL

317.2168.1

37.67.7

124.025.4

STA.10+10.96

BEGIN CONSTRUCTION STA.10+10.96




REVISIONS

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Ph. 239-337-3330




05

ROADWAY CROSS SECTIONS

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10-14-15

14+00.00

-4.0

0.0

4.0

8.0

12.0

0 10 20 30 40 5001020304050

6.00

6.00

0.02

0.06

0.02

0.06

15+00.00

-4.0

0.0

4.0

8.0

12.0

0 10 20 30 40 5001020304050

6.00

6.00

0.02

0.06

0.02

0.06

16+00.00

-4.0

0.0

4.0

8.0

12.0

0 10 20 30 40 5001020304050

6.00

6.00

0.02

0.06

0.02

0.06

4" WM

4" WM

4" WM

℄ CONSTRUCTION

5.08

5.24

5.28

4" VACUUM SANITARY

4" VACUUM SANITARY

4" VACUUM SANITARY

Embankment

V(cy)A(sf)V(cy)

Regular Exc.

A(sf)

1" = 10' Horizontal

1" = 5' Vertical

16.316.2

31.07.9

85.4

15.0

44.3

16.0

87.544.5

44.369.5

SHEET TOTAL

217.2158.3

ROADWAY CROSS SECTIONSCITY OF MARATHON, FLORIDA



REVISIONS

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NO.







Ph. 239-337-3330




06

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10-14-15

17+00.00

-4.0

0.0

4.0

8.0

12.0

0 10 20 30 40 5001020304050

6.00

6.00

0.02

0.06

0.02

0.06

18+00.00

-4.0

0.0

4.0

8.0

12.0

0 10 20 30 40 5001020304050

6.00

6.00

0.02

0.06

0.02

0.06

4" WM

4" WM

℄ CONSTRUCTION

5.37

5.22

4" VACUUM SANITARY

4" VACUUM SANITARY

Embankment

V(cy)A(sf)V(cy)

Regular Exc.

A(sf)

1" = 10' Horizontal

1" = 5' Vertical

5.425.5

7.721.4

24.186.7

SHEET TOTAL

36.2130.1

12.143.4

END PROJECT STA.18+53

0.00.0

PROJECT TOTAL

570.6456.5




REVISIONS

SHEET

NO.







Ph. 239-337-3330




07

ROADWAY CROSS SECTIONS

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10-14-15




REVISIONS

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H:\_Marathon-Office-Projects\2014\14-0107 MAL\CADD\DWG\08-14-0107-DET.dwgJason Panicaro 10/13/2015 8:57:37 AM





Ph. 239-337-3330




08

UTILITY DETAILS

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10-14-15

SHOWING UP TO 4 GRAVITY

CONNECTIONS TO SUMP

SECTION 'B'-'B'

SECTION 'A'-A'

R

VACUUM DETAIL

STANDARD DETAIL NO.

2 PIECE VALVE PIT BEDDING AND BACKFILL

VP-6HN.T.S.

R

VACUUM DETAIL

STANDARD DETAIL NO.

VALVE PIT SECTIONS 'A' AND 'B'

VP-5HN.T.S.

FEBRUARY 2008

FEBRUARY 2008

4" OR 6" SDR 21 OR

SCHEDULE 40 PVC PIPE

SEE SPECIFICATIONS

C 3" VACUUM LATERAL

AND AIRVAC VALVE

L

R

VACUUM DETAIL

STANDARD DETAIL NO.

AIRVAC 2 PIECE VALVE PIT - 6' DEEP

VP-1HN.T.S.

MODEL VP3042H

FEBRUARY 2008

NOTE: IN-SUMP BREATHER

NOT SHOWN IN THIS VIEW

FOR CLARITY--SEE ADJACENT

ELEVATION AND PLAN VIEWS

2" SENSOR LINE

3" SUCTION LINE

4" OR 6" GRAVITY STUB-OUT

WITH GLUED CAP (TYP.)

EXISTING GRADE

CONCRETE COLLAR:

FINAL DESIGN BY ENGINEER OF RECORDCAST IRON FRAME AND LID RATED FOR H20

TRAFFIC LOADING

SPIRAL WOUND, H20 LOADING

RATED, FIBERGLASS VALVE PIT.

27" I.D. AT TOP,

36" I.D. AT BOTTOM.

'A'

'A'

'B'

'B'

AIRVAC FLEXIBLE

CONNECTOR

"A"

4" GRAVITY

DIM "A" 1'-6" 1'-7"

6" GRAVITY

VACUUM SEWER MAIN

(DIRECTION OF FLOW

INTO PAPER.)

ANTI-

BUOYANCY

COLLAR

4-1/2"

6'-0 7/8"

C 3" VACUUM LATERAL

AND AIRVAC VALVE

L

AIRVAC 3" VACUUM VALVE

WHEN INSTALLING ANY PIPE THROUGH

NEVER USE PIPE JOINT GREASE.

A GROMMET USE ONLY WATER, MILD

DETERGENT OR SILICONE LUBRICANT.

NOTE:

2'-2 1/4"

6'-0" MIN. LENGTH

GRAVITY STUB-OUT

WITH GLUED CAP

FINISHED GRADE

TYPICAL VALVE

PIT ASSEMBLY

UNDISTURBED SOIL

COMPACTED SELECT FILL

FILL MATERIAL. MAY BE

ANTI-BUOYANCY COLLAR

THE SAME AS ABOVE

SAND OR OTHER SUITABLE

DENSITY OF 110 LBS

MATERIAL WITH MINIMUM

PER CUBIC FOOT.

6" MIN.

COMPACTED GRANULAR BEDDING

FROM BOTTOM OF EXCAVATION

TO CENTER LINE OF GRAVITY

STUB-OUT IN SUITABLE MATERIAL

SUCH AS #57 STONE, CRUSHED

SEA SHELL, "PEA" GRAVEL, DO

NOT BED IN OTHER MATERIAL

WITHOUT AIRVAC APPROVAL

FINISHED GRADE

4" OR 6" GRAVITY STUB-OUT

WITH GLUED CAP (TYP.)

ONE PIECE MOLDED

SUMP ASSEMBLY

4'-5"x 4'-5"x 1/2" FIBERGLASS

ANTI-BUOYANCY COLLAR

1'-11 1/2" 1/2"

+

-

R

VACUUM DETAIL

STANDARD DETAIL NO.

SERVICE LATERAL - UPHILL TO VACUUM MAIN

VSL-1N.T.S.

R

VACUUM DETAIL

STANDARD DETAIL NO.

AIRVAC FLEXIBLE CONNECTOR

VP-10N.T.S.

R

VACUUM DETAIL

STANDARD DETAIL NO.

STANDARD VALVE PIT ORIENTATION

VP-7N.T.S.

5'-0" MIN.

AIRVAC

VALVE PIT

ASSEMBLY

45° ELBOW

(HORIZONTAL)

45° ELBOW

WYE WITH 45°

ELBOW

NOTE:

REFER TO PLAN AND

PROFILE FOR

SERVICE LINE

ORIENTATION AND

DEVIATIONS FROM

STANDARD DETAIL.

45°

VA

CU

UM

M

AIN

FL

OW

5'-0" MIN.

45°

45°

45°

METHOD "B"

METHOD "A"

7'-10 1/4 ±3/4"

3'-4" ±3/4"

3" SCH 40 PVC

COUPLING

3" SPECIAL PVC FLEXIBLE HOSE WITH OD

CONTROLLED TO PIPE TOLERANCES, 1'-6"

MIN. BENDING RADIUS (BY AIRVAC)

3" SDR 21

PVC PIPE

GRADE

45°

VACUUM MAIN

CONNECTION

LIFT (TYP.)

AIRVAC FLEXIBLE

CONNECTOR

(TYP.)

6'-0" MIN. LENGTH

GRAVITY STUB-OUT

WITH GLUED CAP

RIGHT-OF-WAYPRIVATE PROPERTY

3" SERVICE LATERAL

0.20%MINIMUM SLOPE ON 3" SERVICE LATERAL

MINIMUM SLOPE BETWEEN LIFTS

MAXIMUM NUMBER OF LIFTS

MINIMUM DISTANCE, VALVE PIT TO FIRST LIFT

MINIMUM DISTANCE, LAST LIFT TO VACUUM MAIN

3'-0"MAXIMUM LIFT HEIGHT

5

5'-0"

5'-0"

SEE DETAIL NO. VM-4

SERVICE LATERAL NOTES

1'-0"RECOMMENDED LIFT HEIGHT

3" SCH 40 PVC

COUPLING

FOR SLOPE

SEE DETAIL NO. VM-4

MIN 5'-0" @ 0.20% SLOPE

FROM LAST LIFT TO MAIN

MIN 5'-0" @ 0.20% SLOPE FROM

VALVE PIT TO FIRST LIFT

MIN 5'-0", 20'-0" OR

GREATER RECOMMENDED

FEBRUARY 2008 FEBRUARY 2008 FEBRUARY 2008

INITIAL INSTALLATION - TO INSURE PROPER ALIGNMENT

1. FLEXIBLE CONNECTOR LENGTH MAY NOT BE ALTERED. DO NOT CUT PVC PIPE

OR THE FLEXIBLE HOSE.

2. INSERT BEVELED END INTO THE ALIGNMENT PORT ON THE VALVE PIT. PUSH

FLEXIBLE CONNECTOR ALL THE WAY TO THE 3" SUCTION ELBOW IN THE VALVE PIT.

3. TO INSURE PROPER ALIGNMENT, CONNECT THE BEVELED END TO THE 3"

SUCTION ELBOW USING A TEMPORARY SLIP COUPLING. DO NOT GLUE THIS

COUPLING.

AFTER VALVE PIT INSTALLATION IS COMPLETED - TO ALLOW FOR VACUUM TESTING

1. AFTER THE VALVE PIT INSTALLATION IS COMPLETE, INCLUDING BACKFILL,

REMOVE TEMPORARY PVC COUPLING AND CUT THE PVC PIPE TO THE CENTER OF

THE VALVE PIT ±1". GLUE 3" PVC CAP ONTO END OF PVC PIPE.

2. DO NOT CONDUCT MAIN LINE VACUUM TESTING UNTIL THE TEMPORARY

COUPLING HAS BEEN REMOVED AND THE PVC CAP GLUED ON.

SEE AIRVAC INSTALLATION INSTRUCTIONS FOR ADDITIONAL DETAILS




REVISIONS

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09

UTILITY DETAILS

AutoCAD SHX Text

AIRVAC

AutoCAD SHX Text

AIRVAC

AutoCAD SHX Text

AIRVAC

AutoCAD SHX Text

AIRVAC

AutoCAD SHX Text

AIRVAC

AutoCAD SHX Text

AIRVAC

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10-14-15

SCH 40 PVC 45° BEND

2'-0"

MIN.

R

VACUUM DETAIL

STANDARD DETAIL NO.

CHANGE IN DIRECTION

VM-3N.T.S.

SCH 40 PVC 45° BEND

NOTE:

1) SCH 40 PVC RIEBER GASKET

FITTINGS ARE ALSO ACCEPTABLE

2) 90° FITTINGS ARE NOT TO BE USED

FOR CHANGES IN DIRECTION

FEBRUARY 2008

SCH 40 OR SDR 21 PVC

VACUUM MAIN

VACUUM BRANCH

WYE ROLLED AT 45°

45° ELBOW

45°

22 1/2° ELBOW

A

45° ELBOW

A

22 1/2° ELBOW

FL

OW

ISOLATION VALVE

VACUUM MAIN

FLOW

45°

VACUUM BRANCH

F

L

O

W

PLAN VIEW

FLOW

WYE ROLLED AT 45°

45° ELBOW

6' MIN. FROM TOP OF LIFT

+

-

6"

45° ELBOW

LIMIT OF ASSEMBLY

A

VACUUM MAIN

VACUUM SEWER BRANCH

45° ELBOW

6 x 6 x 3

10 x 10 x 3

8 x 8 x 3

WYE SIZE

4 x 4 x 3

14 5/8"

10 1/4"

13"

8 7/8"

A B C

2 7/8"

18.97" 1.58'

15.35"

17.82"

14.93"3 23/32"

ED

1.32'

1.48'

F- INVERT

1.24'

PLAN VIEW (A)

SECTION A-A

8 7/8"

10 1/4"

11 21/32"

8 1/4"

14 1/4"

22 1/8"

16 1/8"

14 5/8"

15 1/2"

15 7/8"

16 25/32"

15 1/4"

10 x 10 x 3

10 x 10 x 4

10 x 10 x 6

10 x 10 x 8

6 x 6 x 3

13"

8 x 8 x 4

10 x 10 x 10

8 x 8 x 3

8 x 8 x 6

8 x 8 x 8

A

10 1/4"

WYE SIZE

4 x 4 x 3

6 x 6 x 4

6 x 6 x 6

4 x 4 x 4

2 7/8"

3 3/32"

5 7/32"

6 7/16"

1.03'

1.10'

1.24'

1.37'

12.37"

13.15"

14.92"

16.42"

2 7/8"

3 3/32"

8 1/8"

3 7/8"

5 7/32"

6 7/16"

0.77'9.28"

1.02'

1.78'

0.94'

1.26'

12.26"

21.34"

11.22"

15.09"

15.34" 1.28'

B

2 7/8"

3 3/32"

5 7/32"

3 3/32"

D- INVERT

0.63'

0.78'

0.99'

0.67'

C

8.30"

9.44"

11.93"

8.02"

1. 45° WYE, SOCKET x SOCKET x SOCKET

2. 45° ELL, SOCKET x SOCKET

DIMENSIONS BASED ON SPEARS MANUFACTURING

WYE FITTING

45° ELBOW

6'-0" MINIMUM FROM TOP OF LIFTVACUUM SEWER MAIN

PLAN VIEW (B)

FLOW

(1)

45° ELBOW

ELEVATION (B)

B

A

D

C

(2)

VACUUM SEWER

BRANCH

45° ELBOW

F

L

O

W

ELEVATION

LIMIT OF

ASSEMBLY

MAIN LINE WYE

ROLLED AT 45°

12"-18"

VARIES WITH

LINE SIZE

DIMENSIONS BASED ON SPEARS MANUFACTURING

1. 45 DEG WYE, SOCKET x SOCKET x SOCKET

2. 45 DEG ELL, SOCKET x SOCKET

VACUUM LINE VIEWED

INTO/OUT OF SHEET

BOTTOM OF BRANCH IS

2" MINIMUM ABOVE TOP

OF MAIN

VACUUM

BRANCH

ISOLATION

VALVE

2'-0"

MIN.

2'-0"

MIN.

R

VACUUM DETAIL

STANDARD DETAIL NO.

BRANCH TO MAIN CONNECTION ASSEMBLY - OPTION 1

VMC-1N.T.S.

R

VACUUM DETAIL

STANDARD DETAIL NO.


VMC-3N.T.S.

R

VACUUM DETAIL

STANDARD DETAIL NO.


VMC-2N.T.S.

R

VACUUM DETAIL

STANDARD DETAIL NO.

PREFERRED VALVE PIT TO MAIN CONNECTIONS

VMC-4N.T.S.

FL

OW

6'-0" MINIMUM FROM TOP OF LIFT

FEBRUARY 2008 FEBRUARY 2008FEBRUARY 2008

FEBRUARY 2008

2 7/8"

2 7/8"

2 7/8"

2 7/8"

2 7/8"

2 7/8"

2 7/8"

3 23/32"

3 23/32"

3 23/32"

BOTTOM OF BRANCH IS

2" MINIMUM ABOVE TOP

OF MAIN

VACUUM BRANCH

VACUUM LINE VIEWED

INTO/OUT OF SHEET

MAIN LINE WYE

ROLLED AT 45°

45° ELBOW

SECTION A-A

F

E

D

C

B

A

(2)

(2)

(1)

FLOW FLOW

FL

OW

6' MINIMUM FROM TOP OF LIFT

PLAN VIEW

VACUUM

SEWER MAIN

WYE FITTING (1)

FROM VALVE PIT

3" LATERAL, 2" OR 0.20% FALL

FROM VALVE TO MAIN (MIN.)

45° ELL TURNED TO UP (2)

45° ELL TURNED SIDE (2)

’

” ”




REVISIONS

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Ph. 239-337-3330




10

UTILITY DETAILS

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GENERAL NOTES: SURVEY PROVIDED BY REECE & ASSOCIATES ON 5/18/15. ALL ALL ELEVATIONS REFER TO VERTICAL DATUM AS INDICATED ON THE SURVEY PROVIDED HEREIN; N.G.V.D. 29. BENCHMARK INFO: BENCHMARK USED: PID AA1714 STAMPING: F 397 1987 MARK LOGO: NGS EL. 7.03', NGVD29 1.CONTRACTOR CONTRACTOR TO CONTACT CITY OF MARATHON TO SETUP PRECONSTRUCTION MEETING. 2.THE THE CONTRACTOR SHALL UTILIZE A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA TO LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO CONSTRUCTION AND FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING CONSTRUCTION, REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA. ALL (P.R.M’S) S) IRONS AND MONUMENTS SHOWN ON THE PLANS OR FOUND SHALL BE PRESERVED. ANY PUBLIC LAND CORNERS WITHIN LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF ANY CORNER MONUMENT IS IN DANGER OF BEING DESTROYED OR DISTURBED, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER WITHOUT DELAY. 3.ANY PRIVATE ANY PRIVATE OR PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS. AT NO ADDITIONAL COST THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES TO A CONDITION EQUAL OR BETTER THAN EXISTING, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 4.THE THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION & THE CITY OF MARATHON REGULATIONS SHALL GOVERN ALL UTILITY WORK. WHERE A CONFLICT EXISTS IN THE REQUIREMENTS OF A REFERENCED MATERIAL OR INSTALLATION STANDARD, THE REQUIREMENTS OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SHALL HAVE PRECEDENCE. WHERE THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE STRINGENT, THOSE REQUIREMENTS SHALL PREVAIL. 5.UTILITY UTILITY LOCATIONS ARE APPROXIMATE AND BASED ON AVAILABLE INFORMATION. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING & MARKING LIMITS OF CONSTRUCTION USING THE SERVICE OF A LOCATING COMPANY & CONTACTING THE UTILITY COMPANIES AS NECESSARY PRIOR TO THE START OF CONSTRUCTION. 6.CONTRACTOR CONTRACTOR SHALL PROVIDE ACCURATE AS-BUILT OF PROJECT. 7.SOIL SOIL COMPACTION SHALL BE BASED UPON THE MODIFIED PROCTOR (AASHTO T-180), GENERALLY, 95% OF MAXIMUM PROCTOR OUTSIDE PAVED AREA AND 98% OF MAXIMUM PROCTOR WITHIN PAVED AREA SHALL BE OBTAINED. 8.ALL PIPE ALL PIPE SHALL BE BACK FILLED TO MINIMUM SPECIFICATION COVER AND DEPTH BEFORE IT SHALL BE PLACED INTO SERVICE BY THE OWNER. 36” MINIMUM COVER SHALL BE REQUIRED OVER FORCE MAIN SHOULD THERE BE A CONFLICTING SPECIFICATION, THE 36” COVER COVER SHALL HAVE PRECEDENCE. 9.ALL POTABLE ALL POTABLE WATER REQUIRED FOR CONSTRUCTION PURPOSES SHALL BE METERED BY APPROVED METER WITH APPROVED BACKFLOW-PREVENTION DEVICES AND PAID FOR BY THE CONTRACTOR. 10.SEWER/FORCE SEWER/FORCE MAINS MUST BE IN SEPARATE TRENCHES FROM POTABLE WATER AND RECLAIMED WATER MAINS WITH A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET CLEAR (EDGE TO EDGE) TO POTABLE WATER MAINS. AT CROSSINGS A VERTICAL SEPARATION OF NOT LESS THAN 1.5 FEET (18 INCHES) FROM THE CROWN OF THE SEWER OR FORCE MAIN TO THE INVERT OF THE WATER MAIN. IF LESS, OR IF THE WATER MAIN PASSES UNDER THE SEWER OR FORCE MAIN, THE SEWER OR FORCE MAIN SHALL BE ENCASED IN CONCRETE OR PLACED IN A PVC SLEEVE FOR 20 FEET CENTERED ON THE CROSSING. 11.CONTRACTOR CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO COMMENCING WORK. 12.THE THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES, INCLUDING THE CITY OF MARATHON, AND THE ENGINEER AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION OPERATIONS. ALL WORK AND TESTING SHALL BE WITNESSED BY A REPRESENTATIVE OF THE CITY OF MARATHON. TESTING NOT WITNESSED BY THE CITY OF MARATHON MAY CAUSE REJECTION OF WORK. 13.CONTRACTOR CONTRACTOR SHALL RESTORE ALL EXISTING STRUCTURES, INCLUDING BUT NOT LIMITED TO PAVERS, PAVEMENT, PLANTERS, AND CONCRETE TO PRECONSTRUCTION CONDITIONS. 14.THE THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY, AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 15.PIPE SHALL PIPE SHALL BE LAID TRUE TO LINE AND GRADE WITH BELL IN DRY TRENCH ON WELL COMPACTED BED. 16.CONTRACTOR CONTRACTOR SHALL PROVIDE MAGNETIC LOCATION TAPE (6" DEEP) OVER PVC PIPE. 17.ALL GRASS ALL GRASS AREAS DISTRIBUTED BY CONSTRUCTION SHALL BE SEEDED OR RECEIVE SOD. 18.ANY ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 19.COORDINATE COORDINATE WORK WITH OWNER TO MINIMIZE DISRUPTION TO THE SANITARY SEWER SERVICE. SANITARY SEWER SHALL REMAIN IN SERVICE THROUGHOUT THE CONSTRUCTION PROJECT. 20.MAXIMUM MAXIMUM INFILTRATION AND EXFILTRATION FOR PVC GRAVITY SEWERS SHALL BE AS FOLLOWS: 150 GALLONS/INCH DIAMETER/MILE/DAY. TEST SHALL BE ACCEPTABLE PRIOR TO CERTIFICATION OF COMPLETION. 21.NO SEWER NO SEWER SHALL BE CLOSER THAN 5' TO AN EXISTING FKEC POWER POLE WITHOUT AUTHORIZATION FROM THE FLORIDA KEYS ELECTRIC COOPERATIVE ASSOCIATION, INC. 22.ALL ALL WASTEWATER WITHIN PROPERTY LIMITS SHALL BE DIRECTED TO THE PROPOSED SANITARY SEWER COLLECTION SYSTEM. ALL EXISTING TREATMENT SYSTEMS, SEPTIC TANKS, AND CESSPITS SHALL BE PUMPED BY A LICENSED SLUDGE HAULER, BACKFILLED, AND FOREVER ABANDONED. 23.CONTRACTOR CONTRACTOR SHALL COORDINATE TESTING WITH ENGINEER & THE CITY OF MARATHON FOR TESTING OF SYSTEM. NO SEWAGE SHALL ENTER THE PROPOSED SYSTEM UNTIL CLEARED FOR USE BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION. 24.CONTRACTOR CONTRACTOR SHALL COORDINATE ANY SHUT DOWNS WITH THE CITY OF MARATHON. 25.NO NO DEWATERING IS ANTICIPATED FOR THE PROPOSED CONSTRUCTION. IN THE EVENT DEWATERING IS REQUIRED THE CONTRACTOR SHALL APPLY FOR ALL APPLICABLE WATER USE PERMITS AT THAT TIME. 26.CONTRACTOR CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A MAINTENANCE OF TRAFFIC CONTROL PLAN (TCP). MOT PLAN SHALL BE SUBMITTED TO THE CITY OF MARATHON FOR APPROVAL. MOT PLAN MUST BE SIGNED & SEALED BY FLORIDA REGISTERED PROFESSIONAL ENGINEER. THE TCP SHALL BE CONSISTENT WITH FDOT STANDARD INDEX 600 SERIES. 27.RECORD RECORD DRAWINGS WILL BE THE CONTRACTOR'S OBLIGATION AND SHALL BE SURVEYED IN THE FIELD BY A LICENSED SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, IN COMPLIANCE WITH THE CITY OF MARATHON STANDARDS. THE RECORD DRAWINGS SHALL ALSO INCLUDE AS-BUILT CONSTRUCTION INFORMATION FOR ALL DRAINAGE SYSTEM CONTROL STRUCTURES, DETENTION/RETENTION SYSTEM BOTTOM AREAS. SURVEY DATA WILL BE REQUIRED EVERY 100' FOR PERIMETER BERM ELEVATIONS, TOE ELEVATIONS AND SIDE SLOPES. IN ADDITION TO THE SIGNED AND SEALED RECORD SURVEY, THE CONTRACTOR SHALL SUBMIT AN AUTOCAD DRAWING VERSION 2010 OR NEWER TO THE ENGINEER SHOWING ALL FIELD CHANGES IDENTIFIED ON THE RECORD SURVEY INCORPORATED INTO THE ENGINEER'S ORIGINAL AUTOCAD DATA BASE. IN THE INTEREST OF HELPING TO MAINTAIN DATA INTEGRITY, DDAI CAN PROVIDE THE CONTRACTOR PROFESSIONAL SERVICES TO IMPORT THE SURVEYOR'S RECORD SURVEY INFORMATION IN THE DDAI ORIGINAL AUTOCAD DATA BASE AND PRODUCE THE FINAL RECORD DRAWINGS. DDAI WILL PROVIDE A PROPOSAL FOR SAID WORK UPON THE CONTRACTOR'S REQUEST. 28.ALL SIGNAGE ALL SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH FDOT STANDARDS FOR ROAD AND BRIDGE CONSTRUCTION LATEST EDITION, FDOT ROADWAY AND FDOT DESIGN STANDARDS LATEST EDITION, AND THE MANUAL OF UNIFORM TRAFFIC CONTROL TRANSPORTATION ENGINEERING DESIGN STANDARDS. ALL ONSITE PAVEMENT MARKINGS SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT MEETING FDOT REQUIREMENTS. ALL HANDICAP REQUIREMENTS, BOTH SIGNAGE AND STRIPING WILL BE PER THE LATEST ADA CRITERIA USING THE APPROPRIATE COLORED TRAFFIC PAINT. 29.24" STOP 24" STOP BARS SHALL BE CONSTRUCTED PER FDOT INDEX 17346 AND BE LOCATED 4' FROM THRU EDGE OF PAVEMENT UNLESS OTHERWISE SHOWN. 30.ALL ALL CLEAN-OUTS AND VALVES WILL HAVE A CONCRETE PAD AND COVER FLUSH WITH PROPOSED GRADE. (SEE DETAILS) 31.EXISTING EXISTING UTILITY INFRASTRUCTURE TO REMAIN UNLESS OTHERWISE NOTED ON PLANS.

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AVENUE L

AVENUE L




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H:\_Marathon-Office-Projects\2014\14-0107 MAL\CADD\DWG\11-14-0107-EROSION.dwg






Ph. 239-337-3330




11

EROSION CONTROL

SCALE 1"=60'

” ”

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INSTALL SEDIMENT BARRIER AROUND PROJECT BOUNDARY PER FDOT (TYP)

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INSTALL INLET PROTECTION PER INDEX 102 (TYP)

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INSTALL INLET PROTECTION PER INDEX 102 (TYP)

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INSTALL SEDIMENT BARRIER AROUND PROJECT BOUNDARY PER FDOT (TYP)

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CLEARING AND EROSION CONTROL NOTES 1.EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MODIFY THE EROSION CONTROL PLAN AS NECESSARY TO ADAPT EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MODIFY THE EROSION CONTROL PLAN AS NECESSARY TO ADAPT TO SEASONAL VARIATIONS, CONSTRUCTION ACTIVITY OR AS DIRECTED BY THE OWNER OR ENGINEER. APPLICABLE EROSION CONTROL DEVICES ARE FOUND IN FDOT STANDARD INDEXES 100 THRU 106. THE CONTRACTOR IS RESPONSIBLE TO PREPARE AND FILE FDEP/NPDES, NOTICE OF INTENT, NOI, ETC. (IF REQUIRED) THE COST OF ANY EROSION CONTROL PERMITTING SHALL BE INCLUDED IN THE CONTRACTORS BID. 2.THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SODDED, OR THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SODDED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 3.THE TOP 4” TO 6” OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED THE TOP 4” TO 6” OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED TO 6” OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 4.THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 5.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 6.THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 7.THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND. STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 8.DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED SYNTHETIC BALES, SOD, STONE, ETC., AS IDENTIFIED IN THE EROSION CONTROL PLAN, WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9.ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 10.WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PLANS IF NECESSARY. 11.CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (SYNTHETIC BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (SYNTHETIC BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 12.IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS. 13.THE CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION A MINIMUM OF 48 HOURS PRIOR TO THE THE CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

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Documents

CITY OF MARATHONdnhiggins.com/docs/ITB 1-0-2016 Plans.pdf03 - 04 PLAN AND PROFILE 05 - 07 ROADWAY SECTIONS 08 - 10 UTILITY NOTES AND DETAILS 11 EROSION CONTROL DAVID DOUGLAS ASSOCIATES,