SHEET PP 51 - Green-Simmons · 2019-10-23 · sheet pp_51 0+00 drawn checked date scale job no. revisions by tie exist san sewer ... tlt 4 6 8 10 12 14 16 18 20 22 11+00 12+00 13+00

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_51

0+00

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

1+00 2+00 3+00 4+00 5+00

4

6

8

10

12

14

16

18

20

22

4

6

8

10

12

14

16

18

20

22

SMH #994TOP = 20.37’INV E = 15.65’

PROP SMH #17STA 0+40.39S - 23.74LTOP = 16.81’ +/-INV E =11.82 INV W =11.72

PROP SMH #47STA 4+14.28 - 53.03RTOP = 20.40’ +/-INV E = 15.60’EXISTING 10" SAN

SEWER LINE

SCALE: 1’=20’ HORIZONTAL - 1"=2’ VERTICAL (FULL SIZE)

TIE EXIST SAN SEWERSERVICE TO PROP SMH

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_52

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

6+00 7+00 3+00 9+00

4

6

8

10

12

14

16

18

20

22

5+00 10+00

4

6

8

10

12

14

16

18

20

22

PROP 368 LF OF 24" DIASDR 26 PVC SAN SEWER@ 0.12%

PROP SMH #77STA 8+62.73 - 29.93RTOP = 19.25’ +/-INV E = 8.91’INV N = 8.86’

SMH #703TOP = 19.21’INV E = 8.44’INV N = 8.39’


W W

W

ASPHALT

PARKING AREA

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_53

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

4

6

8

10

12

14

16

18

20

22

11+00 12+00 13+00 14+00 15+00 16+00

4

6

8

10

12

14

16

18

20

22

PROP 28 LF 14 DIAJACK AND BORE

PROP SMH #96STA 12+36.83 - 31.16RTOP = 18.45’ +/-INV S = 8.42’INV SE = 9.01’INV NW = 8.37’

STA 15+14.24PROP 357 LF OF 8" DIASDR 26 PVC SAN SEWER@ 0.38%

SMH #330TOP = 18.58’INV NE = 8.58’INV S = 8.31’INV NW = 8.23’

SMH #333TOP = 18.43’INV SE = 8.99’INV SW = 8.44’INV N = 8.41’

SMH #334TOP = 18.48’INV S = 8.82’

EXISTING PIPE -VERIFY SIZE ANDELEVATION IN FIELD

PROP 370 LF OF 24" DIASDR 26 PVC SAN SEWER@ 0.08%


24" CPP

W W

W W W

W

ASPHALT

PARKING AREA

ASPHALT

PARKING AREA

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_54

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

5+00

4

6

8

10

12

14

16

18

20

22

4

6

8

10

12

14

16

18

20

22

16+00 17+00 18+00 19+00 20+00

PROP 30 LF 14 DIAJACK AND BORE

STA 17+08.28PROP 207 LF OF 8" DIA SDR26 PVC SAN SEWER @ 0.40%

STA 19+78.97PROP 311 LF OF 10" DIASDR 26 PVC SAN SEWER@ 0.28%

EXISTING PIPE -VERIFY SIZE ANDELEVATION IN FIELD

EXISTING 10" SANSEWER LINE


W

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_55

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

2+00 3+00 4+00 5+00

4

6

8

10

12

14

16

18

20

22

4

6

8

10

12

14

16

18

20

22


1+00

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_56

0+00

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

1+00 2+00 3+00 4+00 5+00

4

6

8

10

12

14

16

18

20

22

4

6

8

10

12

14

16

18

20

22

PROP SMH #21STA 0+38.29S - 60.10RTOP = 18.95’ +/-INV W = 14.10’

PROP SMH #44STA 4+21.34 - 29.45LTOP = 18.20’ +/-INV W = 13.17’INV E = 12.71’INV N = 12.66’

SMH #953STA 4+26.92 - 34.72LTOP = 18.19’INV SE = 12.13’INV N = 11.97’

SMH #954STA 4+15.64 - 29.58LTOP = 18.20’INV E = 12.28’INV W = 12.17’INV NW = 12.14’

SMH #694STA 0+33.22S - 65.37RTOP = 18.94’INV W = 14.10’


SMH #954TOP = 18.20’INV E = 12.28’INV W = 12.17’INV NW = 12.14’

SMH #953TOP = 18.19’INV SE = 12.13’INV N = 11.97’

W

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_57

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

6+00 7+00 8+00 9+00

4

6

8

10

12

14

16

18

20

22

5+00 10+00

4

6

8

10

12

14

16

18

20

22

PROP SMH #80STA 8+00.02 - 31.76LTOP = 17.35’ +/-INV S = 11.16’INV N = 11.11’

PROP 60 LF OF 8"DIA SDR 26 PVCSAN SEWER @ 0.40%

PROP SMH #79STA 8+63.71 - 30.73LTOP = 17.70’ +/-INV S = 10.87’INV E = 9.74’INV W = 9.69’

PROP 36 LF 14" DIAJACK AND BORE

SMH #714STA 8+56.31 - 37.93LTOP = 17.76’INV E = 9.65’INV W = 9.62’INV S = 9.57’


SMH #714TOP = 17.76’INV E = 9.65’INV W = 9.62’INV S = 9.57’

G

W W

W

W

CONCRETE SIDEWALK

CONCRETE SIDEWALK

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_58

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

4

6

8

10

12

14

16

18

20

22

16+00

4

6

8

10

12

14

16

18

20

22

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

PROP SMH #89STA 13+84.88 - 24.53LTOP = 17.15’ +/-INV NE = 10.42’INV SW = 10.37’

SMH #1066STA 13+83.34 - 31.35LTOP = 17.15’INV SW = 10.43’INV NE = 10.39’


W

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_59

0+00

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

1+00 2+00 3+00 4+00 5+00

4

6

8

10

12

14

16

18

20

22

4

6

8

10

12

14

16

18

20

22


ABANDON 37 LF OF EXIST 18"SEWER LINE INPLACE. PLACE2.4 CY FLOWABLE FILL.



G

CONCRETE SIDEWALK

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_60

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

6+00 7+00 8+00 9+00

4

6

8

10

12

14

16

18

20

22

4

6

8

10

12

14

16

18

20

22

5+00 10+00


W

CONCRETE SIDEWALKCONCRETE SIDEWALK

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_61

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

4

6

8

10

12

14

16

18

20

22

11+00 12+00 13+00 14+00 15+00 16+00

4

6

8

10

12

14

16

18

20

22


W

NNNCALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

SHEET PP_62

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

ELEV.

ELEV.

P-10.03

1" = 20’

07-16-10

LCR

TLT

2+00 3+00 4+00 5+00

4

6

8

10

12

14

16

18

20

22

4

6

8

10

12

14

16

18

20

22


6+001+00

SMH #837STA 5+71.25 - 17.09LTOP = 17.72’INV S = 12.44’INV E = 12.41’INV W = 12.33’

PROP SMH #31STA 1+87.29 - 10.00LTOP = 19.90’ +/-INV E = 13.39’INV N = 13.29’

PROP 38 LF OF10" DIA SDR 26PVC SAN SEWER@ 0.28%

PROP 296 LF OF 10" DIASDR 18 C-900 PVC SANSEWER @ 0.28%

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

LCR

07-06-10

N.T.S.

P-10.03

SHEET PM_01

MDOT

1. 2" UNLESS SHOWN ELSEWHERE ON THE PLANS.

2. EDGE STRIPE SHALL BE SAME MATERIAL AS LANE-LINE

STRIPE (PAINT OR PLASTIC AS INDICATED IN PAY ITEMS).

3. SPACING OF REFLECTIVE RAISED PAVEMENT MARKERS

IS AS FOLLOWS:

t NOTE: ON THE MAIN FACILITY, REFLECTIVE RED-CLEAR RAISED

PAVEMENT MARKERS ON A 40’-0" SPACING WILL BE REQUIRED ON

LANE-LINE(S) THROUGH ALL INTERCHANGE AREAS BEGINNING

1000’ IN ADVANCE (IN DIRECTION OF TRAFFIC) OF THE EXIT RAMP

TAPER AND CONTINUING THROUGH THE INTERCHANGE TO THE

END OF THE ENTRANCE RAMP TAPER.

4. PAVEMENT MARKERS SHALL BE HIGH PERFORMANCE REFLECTIVE

RAISED PAVEMENT MARKERS AS LISTED IN THE MDOT

"APPROVED SOURCES OF MATERIALS."

TANGENT SECTIONS

HORIZONTAL CURVES

INTERCHANGE LIMITS 40’-0"

40’-0"

40’-0"

URBAN AREA

(ft-in)

RURAL AREA

(ft-in)

80’-0"

40’-0"

40’-0"t

GENERAL NOTES:

TWO-WAY TRAFFIC

(ASPHALT OR CONCRETE PAVEMENT)

4-LANE WITH ONE-WAY TRAFFIC (PAINT)

4-LANE WITH ONE-WAY TRAFFIC (PLASTIC)

***

***

PAY LENGTH TWO-WAY REFLECTIVE YELLOW

RAISED PAVEMENT MARKERS

OMIT BROKEN LINE STRIPING

C JOINTL

**CONTINUOUS WHITE EDGE STRIPE ( )

**CONTINUOUS WHITE EDGE STRIPE ( )

YELLOW ( )**

**

*

*

***

MEDIAN EDGE OF TRAVEL LANE

OUTSIDE EDGE OF TRAVEL LANE

C JOINTL

*

*

***

MEDIAN EDGE OF TRAVEL LANE

OUTSIDE EDGE OF TRAVEL LANE

*

*

REFLECTIVE RED-CLEAR

RAISED PAVEMENT MARKERSSKIP WHITE (PLASTIC)

CONTINUOUS YELLOW EDGE STRIPE (PLASTIC)

CONTINUOUS WHITE EDGE STRIPE (PLASTIC)

CL

CL

CL

TRAFFIC

TRAFFIC

TRAFFIC

C JOINTL

TRAFFIC

SKIP WHITE (PAINT)

CONTINUOUS WHITE EDGE STRIPE (PAINT)

CONTINUOUS YELLOW EDGE STRIPE (PAINT)

REFLECTIVE RED-CLEAR

RAISED PAVEMENT MARKERS

TRAFFIC

TRAFFIC

*

10’-0" 10’-0"

10’-0" 10’-0"

30’-0"

30’-0" 30’-0"

15’-0"15’-0"

DRAWN

CHECKED

DATE

SCALE

JOB NO.

PR

OJE

CT

:

TIT

LE

:

Pla

nn

ing

, S

urv

ey

ing

, D

esig

n

91

0 H

ow

ard

Av

en

ue

Biloxi, M

ississippi 39530

(228) 432-9344

REVISIONS BY

LCR

07-06-10

N.T.S.

P-10.03

Rum

sey C

onsult

ing E

ngin

eeri

ng, In

c.

REP

AIR

SEW

AG

E D

ISTR

IBU

TIO

N S

YST

EM -

PHA

SE 1

KE

ES

LE

R A

IR F

OR

CE

BA

SE

- B

ILO

XI,

MS

.

SHEET PM_02

PA

VE

ME

NT

MA

RK

ING

DE

TA

IL S

HE

ET

MDOT

COMBINATION ARROW

THRU ARROW

TURN ARROW

1-WAY ARROW

PAY QUANTITIES

LEGEND/SYMBOL

ONLY

TURN ARROW

THRU ARROW

COMB. ARROW

1-WAY ARROW

1. UNLESS OTHERWISE SHOWN ON THE PLANS, ALL

PAVEMENT MARKING LEGENDS, INCLUDING TURN ARROWS,

SHALL BE APPLIED USING HIGH PERFORMANCE MATERIALS.

3. FOR OTHER DETAILS, SEE THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES.

4. PAY QUANTITIES FOR PAVEMENT MARKING LEGENDS

ARE AS FOLLOWS:

AREA (ft )2

22.0

16.4

12.3

27.5

24.3

2. TWO HORIZONTAL GAPS (CAUSED BY TEMPLATE

THE FULL WIDTH ARE PERMITTED IN EACH LETTER.

CONNECTORS) OF 1 12" OR LESS AND EXTENDING

GENERAL NOTES:

XX

X

X

23’-10"

16’-8" 7’-2"

10’-0"

4"

4"

4" 4"

4" 4"

4" 4"

4"

4"

5’-10"

8’-

4"

8’-

4"

6’-4"

R=

3’-

4"

3’-4"

R=

3’-

4"

R=2’

-4"

R=2’-4" 1

0’-

0"

13

’-4

"

7’-6"

7’-8"

8"

8"

2’-6"

2’-

6"

DRAWN

CHECKED

DATE

SCALE

JOB NO.

PR

OJE

CT

:

TIT

LE

:

Pla

nn

ing

, S

urv

ey

ing

, D

esig

n

91

0 H

ow

ard

Av

en

ue

Biloxi, M

ississippi 39530

(228) 432-9344

REVISIONS BY

LCR

07-06-10

N.T.S.

P-10.03

Rum

sey C

onsult

ing E

ngin

eeri

ng, In

c.

REP

AIR

SEW

AG

E D

ISTR

IBU

TIO

N S

YST

EM -

PHA

SE 1

KE

ES

LE

R A

IR F

OR

CE

BA

SE

- B

ILO

XI,

MS

.

TLT

45%%d 45%%d

90%%d

CARRIER PIPE SIZE

NOTES:

1. THE DIAMETER AND THICKNESS OF THE CASING PIPE SHALL BE AS LISTED IN THE

TABLE SHOWN IN THIS DETAIL.

2. USE CASING SPACERS (SEE DETAIL) TO MOVE CARRIER PIPE INTO CASING PIPE. SPACING OF SPACERS

WILL BE DICTATED BY THE LENGTH OF CASING PIPE AND NUMBER OF JOINTS OF CARRIER PIPE.

4. THERE SHALL BE NO WELDING OF CASING UNDER PAVEMENT.

8

10

12

15

18

21

24

30

RESTRAINED JOINT DIP

14

16

42

30

18

20

26

30

MINIMUM CASING

SIZE (INCHES)

0.500

0.375

0.375

0.500

0.375

0.375

0.375

0.375

THICKNESS (INCHES)

MINIMUM CASING

(INCHES)

SPACER DETAIL

PIPE STABILIZER

SEE SPACER DETAIL

STEEL CASING REFER TO

MINIMUM STANDARDS AND APPLICABLE

PERMIT FOR MATERIAL REQUIRMENTS.

(BIT COATED)

UNDISTURBED SOIL CARRIER PIPE OD

STEEL CASING

PIPE

24"

TYP.

EXISTING MATERIAL

EXISTING BASE MATERIAL

EXISTING CONCRETE NEW CONCRETE

SEALERPREFORMED JOINTFILLER MATERIAL

1/2"

VARIES

MAX EXCAVATED WIDTH

WIDTH OF CUT-VARIES

1/8"x 2"

6" MIN.

EXISTING CONCRETE (TYP)

SAWCUT CONCRETE (TYP)

18"

2"

4"

EXISTING SURFACE COURSE

6"NEW "610" LIMESTONE

EXISTING GRANULAR MATERIAL

TYP.

NEW HOT BITUMINOUS PAVEMENTSURFACE COURSE TYPE SC-1

EXISTING ASPHALT ORLIMESTONE BASE COURSE

2. TACK COAT SHALL BE APPLIED WHERE NEW ASPHALT MEETS EXISTING ASPHALT.

SAWCUT ASPHALTTYP.

WIDTH VARIES

3. REFER TO OTHER DETAILS FOR UTILITY PLACEMENT AND PAVEMENT MARKINGS AS APPLICABLE.

MAXIMUM EXCAVATED

NOTES: 1. EXISTING GRANULAR MATERIAL,NEW BACKFILL MATERIAL, AND NEW "610" LIMESTONE SHALL BE COMPACTED TO 95% PROCTOR PER ASTM D1557.

NEW HOT BITUMINOUS PAVEMENTBINDER COURSE TYPE BC-1

4."MAXIMUM EXCAVATED WIDTH"REFERS TO THE MAXIMUM WIDTH THAT WILL BE USED FOR COMPUTATION OF APPLICABLE PAY ITEMS FOR BEDDING,BORROW FOR BACKFILL, LIMESTONE, OR PAVING.THE CONTRACTOR MAY EXCAVATE A WIDER TRENCH AT HIS OWN EXPENSE AS LONG THE TRENCH REMAINS WITHIN THE PROJECT LIMITS, AND CSC OR THEIR AUTHORIZED REPRESENTATIVE APPROVES THE DIMENSIONS OF THE WIDER TRENCH. SEE UTILITY PLACEMENT DETAILS FOR "MAXIMUM EXCAVATED TRENCH WIDTH". LIMITS OF EXCAVATION FOR POINT REPAIRS SHALL BE DETERMINED IN THE FIELD BY CSC OR THEIR AUTHORIZED REPRESENATIVE.

ASPHALT STREET REPAIR DETAIL

TYPICAL CONSTRUCTION JOINTTYPICAL CONTRACTION JOINT

SHEET PV_01

PA

VIN

G D

ET

AIL

S -

JA

CK

AN

D B

OR

E D

ET

AIL

SH

EE

T

3. USE A MINIMUM OF 2 SPACERS PER JOINT OF PIPE, FOR 14’ LENGTH AND 3 SPACERS FOR 20’ LENGTH.

CARRIER PIPE OD

CCI MODEL ESC PULL-ON

CASING END SEAL OR

APPROVED EQUAL

(TYP BOTH ENDS)

STAINLESS STEEL

BANDS

PIPE AND CASING JACK AND BOREN.T.S.

CASING SIZE CHART

ROAD REPAIR SECTION

NOTES:

1. CONSTRUCTION JOINTS SHALL BE PLACED BETWEEN NEW AND EXISTING CONCRETE.

2. CONSTRUCTION JOINTS SHALL BE PLACED PERPENDICULAR TO THE CUT LINES IN ALL NEW CONCRETE. CONSTRUCTION JOINTS SHALL BE SPACED LONGITUDINALLY AT INTERVALS NOT EXCEEDING THE "WIDTH OF CUT," BUT IN NO CASE SHALL THE CONSTRUCTION JOINTS SPACING EXCEED 10’ IN EITHER DIRECTION.

3. CONCRETE FOR PAVING CURBS, AND CURB AND GUTTER SHALL BE 3,000 PSI NON-REINFORCED CLASS B CONCRETE IN ACCORDANCE WITH THE SPECIFICATIONS.

4. EXISTING GRANULAR MATERIAL, NEW BACKFILL MATERIAL, AND NEW "610" LIMESTONE SHALL BE COMPACTED TO 95% PROCTER PER ASTM-D1557.

5. "MAXIMUM EXCAVATED WIDTH"REFERS TO THE MAXIMUM WIDTH THAT WILL BE USED FOR COMPUTATION OF APPLICABLE PAY ITEMS FOR BEDDING,BORROW FOR BACKFILL, LIMESTONE, OR PAVING. THE CONTRACTOR MAY EXCAVATE A WIDER TRENCH AT HIS OWN EXPENSE AS LONG THE TRENCH REMAINS WITHIN THE PROJECT LIMITS, AND CSC OR THEIR AUTHORIZED REPRESENTATIVE APPROVES THE DIMENSIONS OF THE WIDER TRENCH. SEE UTILITY PLACEMENT DETAILS FOR "MAXIMUM EXCAVATED TRENCH WIDTH". LIMITS OF EXCAVATION FOR POINT REPAIRS SHALL BE DETERMINED IN THE FIELD BY CSC OR THEIR AUTHORIZED REPRESENATIVE.

BACKFILL MATERIAL(PAY ITEM 907-203-EX)

CONCRETE PAVEMENT REPAIR DETAILS

NEW 5" CONCRETE PAVEMENT

"610" LIMESTONE(MIN. 6" THICK)

POLYETHYLENE SPACER BY

CCI PIPELINES SYSTEMS

(OR APPROVED EQUAL)

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

LCR

07-06-10

N.T.S.

P-10.03

OTHERS

NOTES:

1. PROVIDE EXPANSION JOINTS IN SIDEWALK AND CURB & GUTTERAT 30’ INTERVALS.

2. SCORE JOINTS ARE TO BE PROVIDED IN SIDEWALKS, CURB. & GUTTER AND DRIVEWAYS.

3. ALL EXPANSION JOINT MATERIAL SHALL BE 1/2" PREFORMED JOINT FILLER.

1"

1’-4"8"

2" RAD

1" RAD

6" 1"

2’-0"1’-0"

BACKFILL MATERIAL COMPACTED TO 95% PROCTER PER ASTM D1557

EXISTING MATERIAL COMPACTED TO 95% PROCTER PER ASTM D1557

"610" LIMESTONE BASE COMPACTED TO 95% PROCTER PER ASTM D1557

TACK COAT

ASPHALT PAVING1/4" RAD1/4" RAD

6"

1"

4"

CROSS STREETWITH SIDEWALK

WIDTH OFSIDEWALKVARIES

1

12

RAMP2’-0"

TOP OF SIDEWALK

GUTTER LINE

4" THICKCONCRETESIDEWALK.

PREFORMED JOINT FILLER

PLAN - WHEEL CHAIR RAMP

SIDEWALK AND HANDICAPRAMP WITHOUT GREEN SPACE

CURB LINE

CROSS STREETWITHOUT SIDEWALK

1. PROVIDE EXPANSION JOINT MATERIAL BETWEEN ALL

CONCRETE TO CONCRETE ABUTMENTS

2. WHEELCHAIR RAMPS TO BE PROVIDED AT ALL

INTERSECTIONS

PLAN - WHEEL CHAIR RAMP

AA

GUTTER LINE

CROSS STREETWIDTH OFSIDEWALKVARIES

WITH GREENSPACE

AND SIDEWALK

PLAN - WHEEL CHAIR RAMPGUTTER LINE

SIDEWALK AND HANDICAPRAMP WITH GREEN SPACE

HOT BITUMINOUS

SURFACE COURSE

PROVIDE TACK COAT

BEFORE ASPHALT OVERLAY,

IF EXISTING BASE IS ASPHALT

3000 psi CONCRETE

@ 28 DAYS

ASPHALT DRIVE

SHELL OR GRAVEL DRIVE

CRUSHED "610" LIMESTONE

EXISTING SHELL

OR GRAVEL DRIVE

TYPICAL SIDEWALK DETAIL

REPLACEMENT SECTION

REPLACEMENT SECTION

EXIST MATERIAL AND

FILL SHALL BE

COMPACTED TO

95% STANDARD PROCTOR

EXIST MATERIAL AND

FILL SHALL BE

COMPACTED TO


EXIST MATERIAL AND

FILL SHALL BE

COMPACTED TO


SAME AS EXISTINGSAME AS EXISTING

SAME AS EXISTING

4’- 0" OR SAME AS EXISTING

0’- 4" OR SAMEAS EXISTING

LIMITS OF TRENCH OR SAWCUT

LIMITS OF TRENCH OR SAWCUTLIMITS OF TRENCH OR SAWCUT

COMBINATION CONCRETE CURB & GUTTER

CURB TAPER

DRIVE APRON WITH

SIDEWALK AND GREEN SPACE

SECTION "A-A"

DRIVEWAY APRON WITH SIDEWALK

(NO GREEN SPACE)

1"

6"

SHEET PV_02

CLASS "B" CONCRETE(3000 PSI @ 28 DAYS)

6X6X10 WWM

10’

(TYP.)

40’

(TYP.)

PLAN VIEW

3000 PSI CONCRETE CURB

38" WIDE FULL DEPTH EXPANSIONJOINT EVERY 40’ ON CURB

PREMOLDED FILLER,

CUT TO SHAPE OF

CROSS SECTION18" TOOLED JOINT

EVERY 10’ ON CURBCHAMFER EDGE

(BOTH SIDES)

6"

18"

(2) #5 TOP & BOTTOM

2" MIN (TYP)

FREE STANDING CONCRETE CURB

SPILLING CURB DETAIL

NOTES:

14" RAD

6" 1"

1" RAD

CLASS "B" CONCRETE

14" RAD

2" RAD

#4 REBAR @ 16" O.C.

3 - #5 REBAR CONTINUOUS

1’-6"

CONCRETE FOR CURBING SHALL HAVE A MINIMUM

COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS.

AT CONTRACTOR’S OPTION THE GUTTER THICKNESS MAY BE

INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM

OF GUTTER PARALLEL WITH PAVING BASE COURSE.

CONTRACTION JOINTS AT 10’-0" O.C. TOOLED 1/4" (+/-

1/16",-0) WIDE, 1" OF MAX D/4 DEEP WHICHEVER IS

GREATER. EXPANSION JOINTS AT 40’ MAX AND ALL

P.C.’S, UNLESS APPROVED OR INDICATED OTHERWISE ON

PLAN VIEW JOINT PATTERN.

6X6X10 WWM CONCRETE DRIVE, PARKING,MEDIAN AND/OR ISLANDREPLACEMENT SECTION

6"

6"

12"

MIN

2" CLEARANCE

INTEGRAL CURB DETAIL

MATCH EXISTINGDEPTH

FULL DEPTHSAW CUT

1/2" FULL DEPTH CONSTRUCTIONJOINT USE PRE MOLDED ASPHALTIMPREGNATED MATERIAL

#4 REBAR18" O.C.

MATCHEXISTSLOPE

3000 PSICONCRETE

1" CHAMFEREDEDGE

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

LCR

07-06-10

N.T.S.

P-10.03

OTHERS

SHEET PV_03

10’-0"

MAXIMUM SPACING

LINE POST CAP

DOME CAP

TERMINAL POST

9 GAUGE FABRIC

LINE POST

TIE WIRES OR CLIPS ALONG TOPRAIL AT 24" SPACING

TIE WIRES OR CLIPS ALONG ALLPOSTS AT 15" SPACING

TYPICALWALK GATE

BOTTOMRAIL REQUIRED-SEE NOTENO. 7

2500 PSICONCRETEFOOTING

VARIES10’-0"

MAXIMUM SPACING

24" MIN.

GENERAL NOTES:

FENCING SHALL BE INSTALLED WITH FABRIC TOWARD THE ROAD AND POSTS ON THE BUILDING SIDE.

ALL POSTS SHALL BE SET IN 3000 PSI FOOTINGS APPROXIMATELY 24" DEEP.

CONCRETE SHALL CURE A MINIMUM OF SEVEN DAYS PRIOR TO THE INSTALLATION OF ANY FABRIC MATERIAL.

FENCING FABRIC SHALL BE FASTENED WITH TENSION BARS AND APPROPRIATE BANDS.

FENCING FABRIC SHALL BE FASTENED ALONG TENSION WIRE AND TOP RAIL AT 24" SPACING WITH APPROVED TIES OR CLIPS.

FENCING FABRIC SHALL BE FASTENED TO ALL POSTS AT 15" SPACING WITH APPROVED TIES OR CLIPS.

BOTTOM RAIL OR 7 GAUGE TENSION WIRE SHALL BE INSTALLED AS REQUIRED FOR ALL NEW FENCING.

1.

2.

3.

4.

5.

6.

7.

MIN.

2 - #5 BARS

A

GROUT

CONSTRUCTION

JOINTSTORMDRAIN

6" 6"

MIN

PIPE O.D. 6"

MIN

6"

VARIES

#5 BARS9" O.C. EACH WAY

INVERT

2 - #5 BARS(TYP)

6" 6"

VARIES

12"

MIN

12"

MIN

#5 BARS

9" O.C. EACH WAY

3000 PSI CONC.

(TYP)

DRAIN LINE

GRADE

PIPE

O.D.

A

25" OPENING FOR DEWS

FOUNDRY MODEL DF-24

MANHOLE FRAME AND

SOLID LID OR APPROVED

EQUAL LID READS "DRAIN"

FERNCO COUPLINGTO JOIN ENDS

(TYP BOTH SIDES)

2 - #5 BARS(TYP)

REINFORCED COPOLYMER

POLYPROPELENE PLASTIC

STEPS AS REQ’D AT 16" O.C.

IN BOXES DEEPER THAT 3’

DUCTILE IRON CASING

GRADE

DUCTILEIRON

CASING

PVCSEWER

LINE

DUCTILE IRON

CASING

CONFLICTING

PVC SEWER

LINE

CONFLICTING

PVC SEWER

LINE

1 12"

CHAIN LINK FENCE DETAIL

PLAN VIEWCONFLICT BOX DETAIL

SECTION B-BSECTION A-A

ALL SANITARY SEWER LINE THAT PASSES THROUGH

DRAINAGE BOXES SHALL BE IN DUCTILE IRON CASING

WITH FERNCO COUPLINGS ON EACH END TO JOIN PIPE.

THE DUCTILE IRON PIPE IS INCLUDED IN THE COST

FOR THE CONFLICT BOX.

CONFLICT BOXES ARE MEASURED FOR PAYMENT AS

STRUCTURAL CONCRETE AND REINFORCING STEEL,

INCLUDING DUCTILE IRON PIPE.

NOTES:

WHEN SANITARY SEWER PASSES THROUGH

A DRAINAGE BOX, THE BOTTOM OF THE

DRAINAGE BOX SHALL BE CONSTRUCTED

A MINIMUM OF ONE FOOT BELOW THE INVERT

OF THE SANITARY SEWER.

1. 2 3.

NOTES:

CONTRACTOR SHALL COMPLETELY FILL OPENING BETWEEN

OUTSIDE WALL OF PIPE AND WALL OF BOX WITH BRICK

AND CEMENT GROUT.

CONTRACTOR SHALL TROWEL AND BRUSH SMOOTH CEMENT

GROUT ON BOTH INDSIDE AND OUTSIDE WALL OF BOX.

DRAWN

CHECKED

DATE

SCALE

JOB NO.

REVISIONS BY

LCR

07-06-10

N.T.S.

P-10.03

MDOT

DISTANCE VARIES

SEWER MAIN

CLEANOUT

SERVICE

6" SEWER

6" SERVICE

CONNECTION

WYE

PVC OR FERNCOADAPTOR

NOTE:

1. CONCRETE CLEAN-OUT

PAD NOT SHOWN FOR CLARITY

5"5"

OUTLET

FINISHED GRADE

FLOW

( )

28"

48" I.D.

REINFORCED COPOLYMER

POLYPROPELENE PLASTIC

STEPS @ 12" O.C.

48" I.D.

SEE MANHOLE CASTING DETAIL

24"

WRAP ALL MANHOLE

SECTION JOINTS

WITH FABRIC IN

ACCORDANCE W/SPEC.

STEEL PER MANUFACTURER

CONCRETE SLOPE LIMITS

MIN = 1" PER FT.

MAX = 2" PER FT.

5’-10"

PRECAST 6" BASE

SECTION W/STEEL

OR AS DIRECTED

PER MANUFACTURER

DISTANCE VARIES

SEWER MAIN

CLEANOUT

SERVICE

6" SEWER

ADAPTOR

ADAPTOR

FERNCO OR PVC

PVC OR FERNCO

WYE

DIRECTIONOF FLOW

NOTE:

1. CONCRETE CLEAN-OUT PADS NOT SHOWN FOR CLARITY.

WYE

SEWER MAIN

12"

TOP OF PIPE

6" SDR-26 PVC PIPE

CLEANOUT LINE

24" X 24" X 4" THICK

FINISHEDGRADE

4’0" MIN.

PVC OR FERNCO

ADAPTER

STORM DRAIN

14 GA. LOCATOR WIRE

SDR-26 PVC SEWER LINE

BRASS CLEAN-OUT PLUGWITH COUNTERSUNK NUT

1. MARKING TAPE NOT SHOWN FOR CLARITY BUT SHALL BE INSTALLED 1’ ABOVE THE ENTIRE LENGTH OF SERVICE.

2. PLACE TWO LAYERS OF BLDG.PAPER OR FIBER PACKING BETWEEN CLEAN-OUT PIPE AND CONCRETE PAD.

WYE

(FOR LOCATION PURPOSES ONLY)

SEWER SERVICE NOTES:

PIPE

MAX. EXCAVATED

TRENCH WIDTH

PIPE

O.D.

FINISHED

GRADE

BOTTOM OF TRENCH

WHEN BEDDING NOT

REQUIRED.

12"

MAX

12"

MAX

UNDISTURBED

EARTH

30" MIN.

COVER

6"

1’

SANITARY

SEWER MAIN

(SIZE VARIES)

14 GAUGE

LOCATOR WIRE

CONTINUOUS FROM

MANHOLE TO

MANHOLE

SEE ROAD REPAIR

DETAILS FOR LIMESTONE

AND PAVEMENT REMOVAL

AND PLACEMENT WHERE

APPLICABLE

MARKING TAPE

1’ ABOVE PIPE

BOTTOM

OF

PIPE

BACKFILL PLACED

IN 6" LIFTS

COMPACTED TO

95% PROCTOR PER

ASTM DI557

MIN. SLOPE 1/8" PER FOOT

1/8" BENDDIRECTIONOF FLOW

GROUT ALL LIFT

HOLES & COVER

WITH A 24"X24"

PATCH OF FILTER

CLOTH (TYP).

1/8" BEND

PIPEPIPE

28" 5"5"

4" OR 6"

5"

S W RE E

1" MORTAR BED MANHOLE

D A NR I

PRECASTCONCRETEADJUSTINGRING

FERNCO OR APPROVEDEQUAL FLEXIBLE COUPLING

(COST SHALL BE ABSORBED INTHE UNIT PRICE OF THE NEW

PIPE TO BE INSTALLED).INSIDE WALL OF PIPE

FINISHED GRADE

ONE FULL LENGTH OFWATER PIPE CENTERED OVER THE CENTERLINE OF THE SANITARY SEWER PIPE

LOCKING RETAINER GLANDS( "MEGALUG" OR APPROVED EQUAL)REQ’D AT EACH FITTING ( TYP)

WATER MAIN / SANITARY SEWER CROSSING NOTE:

1. WATER LINES SHALL ALWAYS BE CONSTRUCTED ABOVE SANITARY SEWER LINES UNLESS A SEPARATE DETAIL IS SHOWN INDICATING A DIFFERENT ARRANGEMENT AND THE PLANS INDICATE SPECIFIC LOCATIONS WHERE THE WATER LINE MAY BE LOCATED BELOW THE SANITARY SEWER.

o

45 ELBOW(TYP).

SANITARY SEWERPIPE

BOTTOM OF WATER MAIN

1/8" SHEETRUBBER (TYP)

CONCRETE PAD. PLACE REBAR IN CONCRETE

WATER MAIN/SANITARY SEWER CROSSING

THRUST BLOCKINGAS DIRECTED BY CSCOR HIS AUTHORIZEDREPRESENTATIVE(TYP)

NOTE:

1. THIS DETAIL SHALL ONLY BE USED AS SHOWNON THE PLANS OR AS APPROVED BY CSCOR HIS AUTHORIZED REPRESENTATIVE.

NEW TO EXISTING SANITARY SEWER CONNECTION DETAIL

MANHOLE CASTINGS

SANITARY SEWER PIPE PLACEMENT

PIPE BEDDING AS

DIRECTED BY CSC

OR HIS AUTHORIZED

REPRESENTATIVE.

MANHOLE ADJUSTING RING

PRECAST SANITARY SEWER MANHOLE DETAILS

SEWER SERVICE ELEVATION

DOUBLE SEWER SERVICE PLANSINGLE SEWERSERVICE PLAN VIEW

SHEET PV_04

SDR 26

WYE

3" CONCRETEENCASEMENT

NOTE:

1. SEE ’PRECAST SANITARY SEWER MANHOLE DETAILS" FOR MANHOLE DETAILS.

45 BENDS

SANITARY SEWER DROP MANHOLE ELEVATION

8. "MAXIMUM EXCAVATED TRENCH WIDTH" REFERS TO THE MAXIMUM WIDTH THAT WILL BE USED FOR COMPUTATION OF APPLICABLE PAY ITEMS FOR BEDDING, BORROW FOR BACKFILL, LIMESTONE, OR PAVING. THE CONTRACTOR MAY EXCAVATE A WIDER TRENCH AT HIS OWN EXPENSE, AND CSC OR HIS AUTHORIZED REPRESENTATIVE APPROVES THE DIMENSIONS OF THE WIDER TRENCH.

MANHOLE ELEVATION MANHOLE ELEVATION

EAST JORDAN IRON WORKS V-1403 FRAMEAND COVER OR APPROVED EQUALRIM AND COVER WITH LETTERING

"SEWER" FOR SANITARY SEWER OR "DRAIN" FOR STORM DRAIN TO BE

CAST ON LID

SEWER PIPE PLACEMENT NOTES:

1. SANITARY SEWER PIPE SHALL BE PVC OR DUCTILE IRON (D.I.) AS SPECIFIED ON THE PLANS.LOCATION FOR INSTALLATION OF PVC OR D.I. PIPE SHALL BE AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY CSC OR HIS AUTHORIZED REPRESENTATIVE.

2. SANITARY SEWER PIPE SHALL BE BURIED IN ACCORDANCE WITH THE PIPE MANUFACTURER’S WRITTEN MINIMUM COVER REQUIREMENTS, BUT COVER SHALL BE A MINIMUM OF 30".

3. FOR GRAVITY PIPE REFER TO OTHER DETAILS FOR MANHOLES & SERVICES.

4. FOR FORCE MAINS REFER TO OTHER DETAILS FOR THRUST BLOCKS, VALVES, SERVICES, & AIR RELEASE VALVES.

5. PIPE BEDDING SHALL BE NATIVE INSITU SOILS FREE FROM ORGANIC AND OTHER DELETERIOUS MATERIALS. TYPE AND LOCATION OF BEDDING SHALL BE APPROVED BY CSC OR HIS AUTHORIZED REPRESENTATIVE.

6. BACKFILL MATERIAL SHALL BE PLACED ON BOTH SIDES OF PIPE SIMULTANEOUSLY DURING BACKFILLING OPERATIONS TO PREVENT SHIFTING OR DAMAGE TO PIPE.

7. IF EXISTING MATERIAL IS UNSUITABLE FOR BACKFILL, BORROW MATERIAL SHALL BE USED. APPROVED PLACEMENT OF BORROW SHALL BE PAID AT THE CONTRACT UNIT PRICE BID.

6" MIN.

SECTION X-X

18"

MIN.

PLUGS

6" MIN.

TEES

6" MIN.

BENDS

90 BENDS

24"

1/8" SHEETRUBBER(TYPICAL)

SIZE

6"

8"

10"

12"

14"

16"

6"

8"

10"

12"

16"

14"

A

8

12

16

19

23

26

16

22

26

29

35

38

BEND

B

10

12

14

16

18

20

10

13

17

21

24

27

6

A

8

10

12

14

16

9

12

14

16

19

21

BEND

22 1/2

8

B

10

12

14

16

18

10

13

17

21

24

27

3

A

5

6

8

10

11

6

8

10

11

12

12

BEND

8

B

9

10

11

12

13

8

10

13

16

20

24

1 1/4

10

A

15

20

24

24

30

BEND

18

25

30

34

36

42

10

B

12

14

16

18

20

10

13

17

21

24

27

8

A

9

11

14

16

18

10

16

16

18

22

24

8

B

12

14

16

18

20

12

12

20

24

27

30

PLUG

10

C

12

14

16

18

20

10

20

14

16

18

20

15

D

20

25

30

24

38

21

29

36

41

48

54

45 90

SOIL

TEE

BACKFILL PLACED IN 8"

LIFTS COMPACTED TO

95% PROCTOR PER

ASTM DI557, UNLESS

OTHERWISE APPROVED BY

CSC OR HIS AUTHORIZED

REPRESENTATIVE.

COAT INSIDE OFMANHOLE

WITH COAL TAR EPOXY

OR APPROVED EQUAL

(SEE SPECS).

SEWER MANHOLE NOTES:

1. REFER TO OTHER DETAILS FOR DROP SEWER MANHOLES,MANHOLE CASTINGS, MANHOLE ADJUSTING RINGS, AND ROAD REPAIR DETAILS.

2. BEDDING MATERIAL, BACKFILL MATERIAL, AND EXISTING GRANULAR MATERIAL SHALL BE COMPACTED TO 95% PROCTER PER ASTM D1557.

3. BEDDING MATERIAL SHALL BE 6" THICK, BUT SHALL BE DEEPER IF DIRECTED BY CSC OR HIS AUTHORIZED REPRESENTATIVE.

4. INSIDE COATING OF SEWER MANHOLES SHALL BE COAL TAR EPOXY IN ACCORDANCE WITH SECTION 907-604-1 OF THE SPECIFICATIONS.

5. IN PAVED AREAS, MANHOLES SHALL BE FLUSH WITH THE FINISHED GRADE. IN NON PAVED AREAS, MANHOLES SHALL BE ONE HALF INCH

ABOVE FINISHED GRADE, UNLESS DIRECTED OTHERWISE.

THRUST BLOCK NOTES:

1. ALL DIMENSIONS ARE IN INCHES.

2. THRUST BLOCKS SHALL BE USED FOR WATER LINES AND SEWER FORCE MAINS.

3. ALL CONCRETE AND PIPE SHALL BE SEPARATED BY A NON-CONDUCTIVE MATERIAL.TYPICALLY 1/8 " SHEET RUBBER.

4. 2000 PSF SOIL SHALL BE ASSUMED UNLESS DESIGNATED OTHERWISE ON THE PLANS OR IN THE SPECS.

THRUST BLOCK DETAILS

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

DRAWN

CHECKED

DATE

SCALE

JOB NO.

PR

OJE

CT

:

TIT

LE

:

Pla

nn

ing

, S

urv

ey

ing

, D

esig

n

91

0 H

ow

ard

Av

en

ue

Biloxi, M

ississippi 39530

(228) 432-9344

REVISIONS BY

TLT

LCR

07-06-10

N.T.S.

P-10.03

Rum

sey C

onsult

ing E

ngin

eeri

ng, In

c.

REP

AIR

SEW

AG

E D

ISTR

IBU

TIO

N S

YST

EM -

PHA

SE 1

KE

ES

LE

R A

IR F

OR

CE

BA

SE

- B

ILO

XI,

MS

.

SHEET SP_01

ST

OR

MW

AT

ER

DE

TA

IL S

HE

ET

SPECIES

SEEDING CHART FOR THE STATE OF MISSISSIPPI

3/1 - 7/15

9/1 - 11/306.0 - 7.0 SEED OR SOD ALL

3/1 - 7/15

9/1 - 11/306.0 - 7.0BAHIA SEED CENTRAL SOUTH

6.0 - 7.0FESCUE SEED NORTH CENTRAL9/1 - 11/30

6.0 - 7.0 CENTRAL SOUTH3/1 - 7/15 SOD ONLY

6.0 - 7.03/1 - 7/15CENTIPEDE SEED OR SOD

6.0 - 7.03/1 - 7/15 SEED OR SOD

6.0 - 7.03/1 - 7/15 SOD ONLY

6.0 - 7.09/1 - 11/30

6.0 - 7.03/1 - 7/15

6.0 - 7.0*WHEAT 90 LBS. ALONE 9/1 - 11/30

1

6.0 - 7.09/1 - 11/30*RYEGRASS 30 LBS.

6.0 - 7.09/1 - 11/305 LBS.

6.0 - 7.09/1 - 11/30

6.0 - 7.040 LBS.3/1 - 7/15

9/1 - 11/30

6.0 - 7.030 LBS. 9/1 - 11/30

6.0 - 7.0 ALLSEED4/1 - 8/30

A B

CL DITCH

CL DITCH

NOTES:

DISTANCE BETWEEN ROCK DAMS SHOULD BE

SUCH THAT POINTS "A" AND "B" ARE EQUAL

IN ELEVATION.

STEEL ORWOOD POST

GROUNDLINE

COMPACTED SOIL

WIRE FENCE

GEOTEXTILE FABRIC

FILL

SLOPE

GROUND

LINE

WIRE FENCE

GEOTEXTILE

FABRIC

GROUND LINE

VARIABLE

6" MIN.

BOTTOM

STRAND

(MIN. 10 GAGE)

TOP STRAND

(MIN. 10 GAGE)

VARIABLE

(10’-0" MAX. OR AS DIRECTED BY THE ENGINEER)

2’-

0"

(MIN

.)

3’-

0"

MIN

. W

IDT

H

GE

OT

EX

TIL

E

FA

BR

IC

6"

2’-

2"

GEOTEXTILE FABRIC IN 6" X 6"

TRENCH. BACKFILL WITH SOIL AND COMPACT.

30"

SIDE ELEVATION

FRONT ELEVATION

TEMPORARY SILT FENCE

ROCK CHECK DAM DETAIL

SEEDINGRATE/ACRE

PLANTINGTIME

DESIRED pHRANGE

FERTILIZATIONRATE/ACRE

METHOD OFESTABLISHMENT

ZONE OFADAPTABILITY

1. POSTS SHALL BE SPACED A MAXIMUM OF 10’ O.C.

2. POSTS SHALL BE A MINIMUM OF 5’-0" IN LENGTH

IN ADDITION POSTS SHALL BE EITHER 2" X 2" N.D.

WOOD POST OR HEAVY DUTY STEEL T-POSTS

WITH PROJECTIONS FOR WIRE FASTENING.

3. WIRE SUPPORT FENCE SHALL BE MINIMUM OF 36"

IN HEIGHT, SHALL NOT EXTEND MORE THAN 36"

ABOVE THE GROUND, AND SHALL EXTEND 2" INTO

THE TRENCH.

4. WIRE FENCE SHALL BE A MINIMUM OF 14 GAUGE

AND SHALL HAVE A MAXIMUM MESH SPACING OF

6". WIRE SHALL BE SECURELY FASTENED TO THE

UPSLOPE PROJECT SIDE OF POSTS USING HEAVY

DUTY STAPLES (AT LEAST 1" LONG), TIE WIRES OR

HOG RINGS.

5. GEOTEXTILE FABRIC SHALL BE A MINIMUM OF 36"

IN HEIGHT, AND SHALL NOT EXTEND MORE THAN

36" ABOVE THE ORIGINAL GROUND SURFACE.

6. FABRIC SHALL BE STAPLED OR WIRED TO THE

FENCE AT THE TOP, MIDDLE, AND BOTTOM OF

EACH POST. IN ADDITION THE FABRIC SHALL BE

STAPLED OR WIRED TO THE WIRE FENCE

APPROXIMATELY ONE HALF (1/2) THE DISTANCE

BETWEEN THE POSTS AT THE TOP, MIDDLE, AND

BOTTOM OF THE WIRE FENCE.

7. GEOTEXTILE FABRIC SHALL BE SPLICED

TOGETHER ONLY AT A SUPPORT POST, WITH A

MINIMUM OF 3’ OVERLAP. EACH FREE END OF THE

FABRIC SHALL BE SECURELY TIED TO THE WIRE

FENCE AT 6" O.C. VERTICALLY.

8. SILT FENCES SHALL BE MAINTAINED FOR THE

DURATION OF THE PROJECT. THE ENTIRE LENGTH

OF FENCE SHALL BE CHECKED FOR ANY DAMAGES

ON A DAILY BASIS AND BEFORE AND AFTER ANY

RAINFALL EVENT, FOR ANY DAMAGES. ANY

DAMAGES FOUND SHALL BE REMEDIATED BEFORE

THE DAY’S END AT NO ADDITIONAL COST TO THE

CITY OR THE OWNER.

9. SILT FENCES SHALL BE MAINTAINED TO PREVENT

ANY MATERIAL FROM MIGRATING FROM THE UPSLOPE

SIDE OF THE FENCE. ANY REQUIRED MAINTENANCE

OF THE SILT FENCE SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR.

10. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER

EACH RAINFALL EVENT AND WHEN DEPOSITS REACH

APPROXIMATELY ONE HALF (1/2) THE HEIGHT OF THE

FENCE.

11. IN ORDER TO PREVENT SEDIMENT LADEN STORM

WATER FROM BY-PASSING THE FENCE, IN AREAS WHERE

SILT FENCES ARE NOT UTILIZED ON ALL SIDES OF A

DISTURBED AREA, THE FENCE SHALL EXTEND BEYOND

THE DISTURBED AREA IN J-HOOK SHAPE ON EACH END

AS SHOWN IN THE ISOLATED SILT FENCE INSTALLATION

PLAN VIEW.

STAY WIRES

(MIN. 12 � GAGE)12 GAGE)

LINE WIRES (MIN.

12� GAGE)12 GAGE)

COMMON

BERMUDA

SAINT

AUGUSTINE

CARPET

GRASS

OYSIA

GRASS

CREEPING

RED FESCUE

WEEPING

GRASS

*WHITE

CLOVER

*CRIMSON

CLOVER

SERICEA

LESPEDEZA

*HAIRY

VETCH

*BROWNTOP

MILLET

ALLSEED

ALLSEED

ALLSEED

ALLSEED

ALLSEED

ALLSEED

ALLSEED

ALLSEED

ALL

ALL

ALL

600 LBS.

13-13-13

15 LBS. ALONE

10 LBS. MIXTURE

40 LBS. ALONE

30 LBS. MIXTURE

40 LBS. ALONE

30 LBS. MIXTURE

4 LBS. ALONE

2.5 LBS. MIXTURE

15 LBS. ALONE

10 LBS. MIXTURE

10 LBS. ALONE

5 LBS. MIXTURE

25 LBS. ALONE

15 LBS. MIXTURE

40 LBS. ALONE

15 LBS. MIXTURE

600 LBS.

13-13-13

600 LBS.

13-13-13

600 LBS.

13-13-13

600 LBS.

13-13-13

600 LBS.

13-13-13

600 LBS.

13-13-13

600 LBS.

13-13-13

600 LBS.

13-13-13

600 LBS.

13-13-13

600 LBS.

13-13-13

400 LBS.

6-24-24

400 LBS.

6-24-24

400 LBS.

6-24-24

400 LBS.

6-24-24

600 LBS.

13-13-13

SILT FENCE NOTES:

30 LBS. ALONE

22.5 LBS. MIXTURE

STORMWATER PLAN AND NOTES SHOWN ON THESE PLANS ARE A GENERAL GUIDELINE. THE CONTRACTOR AND/OR SUB-CONTRACTOR

IS REQUIRED TO USE THE APPLICABLE SECTIONS OF THE MISSISSIPPI PLANNING AND DESIGN MANUAL FOR THE CONTROL OF EROSION,

SEDIMENT AND STORMWATER AND THE MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY REQUIREMENTS.

* Annuals. FOR PERMANENT SEEDING, ANNUALS CAN ONLY BE USED IN A MIXTURE WITH PERENNIALS.

NORTH - NORTH OF HWY 82 CENTRAL -SOUTH OF HWY 82 & NORTH OF HWY 84 SOUTH - SOUTH OF HWY 84

TEMPORARY STRUCTURES

CONTRACTOR SHALL INSTALL SILT FENCES AROUND SPECIFIED AREAS AND ANY OTHER

NEEDED AREAS PRIOR TO START OF CONSTRUCTION.

CONTRACTOR SHALL CONSTRUCT WATTLE CHECK DAMS, AS NEEDED, IN ALL NEW SWALES

AND REGRADED DITCHES AND ALSO INSTALL SECONDARY SILT FENCES AS REQUIRED

PRIOR TO FINAL VEGETATIVE COVER BEING ESTABLISHED.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING OF VEHICLES PRIOR TO

LEAVING THE SITE. TIRE WASH AREAS SHALL BE SET ASIDE WITHIN THE PROJECT

FOR AREAS UNDER CONSTRUCTION.

MISC CONTROLS

SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY WHEN IT REACHES 1/3 TO

1/2 THE HEIGHT OF THE SILT FENCE AND PRIOR TO FINAL REMOVAL OF THE CONTROL.

CONTRACTOR SHALL ENSURE THAT SHOULD WORK BE DISCONTINUED IN A DISTURBED

AREA, WORK WILL BE REINITIATED WITHIN SEVEN CALENDAR DAYS.

CONTRACTOR SHALL REMOVE AND REPLACE ANY TEMPORARY EROSION CONTROL MEASURES

THAT ARE PAST EXPECTED USABLE LIFE OR NOT FUNCTIONING EFFECTIVELY.

INSPECTION OF THE EROSION CONTROL MEASURES SHALL BE MADE AS PROVIDED IN

PART 7 OF THE SWPPP AND ALL REQUIRED REPORTS SHALL BE AVAILABLE FOR

SUBMITTAL TO THE MISSISSIPPI DEPARTMENT OF ENVIRONMENTAL QUALITY UPON

REQUEST.

CONTRACTOR SHALL INSPECT ALL EROSION CONTROLS AT LEAST ONCE A WEEK TO

ENSURE THAT APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN PROPERLY

CONSTRUCTED AND MAINTAINED TO PREVENT EROSION AND SEDIMENT FROM LEAVING THE

SITE AND DETERMINE IF ADDITIONAL OR ALTERNATIVE CONTROL MEASURES ARE

REQUIRED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ADDITIONAL

AND/OR ALTERNATIVE EROSION AND SEDIMENT CONTROLS WHEN EXISTING CONTROLS

PROVE TO BE INEFFECTIVE IN PREVENTING SEDIMENT FROM LEAVING THE SITE.

VEGETATION CONTROLS

ALL DISTURBED AREAS SHALL BE GRADED, SEEDED, MULCHED, AND FERTILIZED AFTER

UTILITY CONSTRUCTION IS COMPLETED. PERMANENT COVER MUST BE ESTABLISHED

WITHIN 7 DAYS, WHEN THE DISTURBED AREA WILL BE LEFT UNDISTURBED FOR MORE

THAN 30 DAYS.

PROPOSED SWALE(S) AND DITCHES SHALL BE SEEDED WITH THE APPROPRIATE SEED

(ANNUAL OR PERENNIAL) DEPENDING ON THE TIME OF YEAR. IMMEDIATELY AFTER

SEEDING, THE AREA SHALL BE MULCHED AND FERTILIZED. THE SIDE OF THE PROPOSED

SWALE(S) SHALL BE LINED WITH WATTLES BALES TO PREVENT SEDIMENTATION FROM

REACHING THE STORM SEWER SYSTEM.

MAINTENANCE PLAN

CHECK ALL DISTURBED AREAS, EROSION AND SEDIMENT CONTROLS AFTER EACH

SIGNIFICANT RAINFALL BUT NOT LESS THAN ONCE PER WEEK. MAKE NEEDED REPAIRS

WITHIN 24 HOURS. REMOVE SEDIMENT FROM THE BASIN, INLET PROTECTION DEVICES

AND SILT FENCES WHEN ACCUMULATED SEDIMENT HAS REACHED 50 PERCENT CAPACITY.

REPLACE NONFUNCTIONAL SILT FENCES. MAINTAIN ALL VEGETATED AREAS TO PROVIDE

PROPER GROUNDCOVER, RESEED, FERTILIZE AND MUCH AS NEEDED.

HOUSEKEEPING PRACTICES

ALL EQUIPMENT MAINTENANCE AND REPAIR WILL BE DONE OFFSITE. TRASH CANS SHALL

BE PLACED AT CONVENIENT LOCATIONS THROUGHOUT THE SITE. THE MAIN TRASH

COLLECTION BIN WILL BE LOCATED AT A SITE APPROVED BY CSC AND WILL BE PICKED

UP WEEKLY BY THE APPROPRIATE ENTITY. PAINTS, SOLVENTS, FERTILIZERS, OR ANY

OTHER POTENTIALLY TOXIC MATERIALS WILL NOT BE STORED ON SITE. PORTABLE

SANITARY FACILITIES WILL BE PROVIDED FOR CONSTRUCTION WORKERS.

IMPLEMENTATION SEQUENCE

OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.

INSTALL PERIMETER EROSION CONTROLS. BUILD CONSTRUCTION ENTRANCE/EXIT.

INSTALL TEMPORARY SEDIMENT TRAPS/BASINS WITH NEEDED RIPRAP.

ROUGH GRADE SITE, CONSTRUCT DIVERSIONS AND DRAINAGE WAYS,

STOCKPILE TOPSOIL AND INSTALL SILT FENCE AROUND STOCKPILE,

INSTALL CULVERTS WITH INLET/OUTLET PROTECTION (SILT FENCE), AND RIPRAP.

PLANT NEEDED TEMPORARY VEGETATION ON DISTURBED AREAS.

INSTALL UNDERGROUND UTILITIES.

REPAIR PARKING LOTS.

POUR CURB AND GUTTER AND SIDEWALKS.

CONSTRUCT ASPHALT.

INSTALL PAVEMENT MARKINGS.

AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES,

VEGETATE THESE AREAS, AND CONVERT SEDIMENT BASIN TO A

DETENTION BASIN (IF REQUIRED).

SUBMIT NOTICE OF TERMINATION AND COPIES OF INSPECTION REPORTS

TO MDEQ.

STORMWATER POLLUTION PREVENTION PLAN

POST CONSTRUCTION CONTROLS

CONTRACTOR SHALL SEED, FERTILIZE AND MULCH, OR APPLY THE

APPROPRIATE SPECIFIED VEGETATIVE COVERING AS PER THE PLANS

TO ALL DISTURBED AREAS, NEW AND OLD DITCHES, SWALES AND

DETENTION PONDS AFTER CONSTRUCTION IS COMPLETE. IF SEEDED, OR SODDED,

THE APPROPRIATE SEED, OR SOD (ANNUAL OR PERENNIAL) WILL BE APPLIED

DEPENDING ON THE TIME OF THE YEAR AND ACCORDING TO THE

SEEDING CHART ON THE PLANS OR IN THE SPECIFICATIONS.

CONTRACTOR SHALL INSTALL ALL POST CONSTRUCTION

NON-VEGETATIVE EROSION CONTROLS SUCH AS ROCK DAMS,

PONDS, ETC., AS SPECIFIED ON THE PLANS.

CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION

CONTROL MEASURES ONCE FINAL VEGETATIVE COVER AND

OTHER POST CONSTRUCTION CONTROLS ARE IN PLACE.

ALL RECORDS, REPORTS, FORMS, AND INFORMATION RESULTING

FROM ACTIVITIES REQUIRED BY THE PERMIT SHALL BE RETAINED

FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE OF

THE DOCUMENT ORIGIN.

POST CONSTRUCTION MAINTENANCE PLAN

ALL MAINTENANCE AND INSPECTION OF POST CONSTRUCTION

CONTROLS WILL BE PERFORMED ON PERIODIC BASIS BY THE OWNER

OF THE PROJECT. SPECIFICALLY, INSPECTIONS WILL BE MADE

SEMIANNUALLY AND AFTER MAJOR RAIN EVENTS AND STORMS,

UNLESS OTHERWISE NOTED.

ENTRANCES TO ALL CURB INLETS, GRATE INLETS AND PIPE OUTFLOW

POINTS SHALL BE INSPECTED FOR TRASH AND DEBRIS BUILD UP. ANY

SUCH TRASH OR DEBRIS SHALL BE REMOVED AND DISPOSED OF PROPERLY.

INSPECTOR SHALL INSURE THAT ALL POINTS OF STORM WATER ENTRY

AND EXIT ARE FREE FLOWING AND UNOBSTRUCTED.

STORMWATER POLLUTION PREVENTION PLAN TEMPORARY & PERMANENT EROSION CONTROL MEASURES

CALL 2 WORKING DAYS

BEFORE EXCAVATION

1-800-227-6477

MISSISSIPPI ONECALL

DRAWN

CHECKED

DATE

SCALE

JOB NO.

PR

OJE

CT

:

TIT

LE

:

Pla

nn

ing

, S

urv

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ing

, D

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91

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ow

ard

Av

en

ue

Biloxi, M

ississippi 39530

(228) 432-9344

REVISIONS BY

TLT

LCR

07-06-10

N.T.S.

P-10.03

Rum

sey C

onsult

ing E

ngin

eeri

ng, In

c.

REP

AIR

SEW

AG

E D

ISTR

IBU

TIO

N S

YST

EM -

PHA

SE 1

KE

ES

LE

R A

IR F

OR

CE

BA

SE

- B

ILO

XI,

MS

.

SHEET SP_02

MIN. 6" OVERLAP

AFTER INSTALLATION.

MAX. 5’ SPACINGSTAPLE OVERLAPS

STAPLING PATTERN AS PER

MIN. 2"OVERLAP

MANUFACTURER’S RECOMMENDATIONS

FOR SLOPES LESS THAN 3H:1V, ROLLS

MAY BE PLACED IN HORIZONTAL STRIPS

DO NOT STRETCH BLANKETS/MATTINGS TIGHT -

ALLOW THE ROLLS TO MOLD TO ANY IRREGULARITIES

SLOPE SURFACE SHALL BE SMOOTH BEFORE

PLACEMENT FOR PROPER SOIL CONTACT

ANCHOR IN 6"x6" MIN. TRENCHAND STAPLE AT 12" INTERVALS

BRING MATERIAL DOWN TO A LEVEL AREA, TURN

THE END UNDER 4" AND STAPLE AT 12" INTERVALS

FERTILIZE AND SEED BEFORE INSTALLATION.

PLANTING OF SHRUBS, TREES, ETC. SHOULD OCCUR

FL

OW

HORIZONTAL PLACEMENT

VERTICAL PLACEMENT

FLOW

FOR SLOPES GREATER THAN 3H:1V, ROLLS

MAY BE PLACED IN HORIZONTAL STRIPS

INTERMITTENT CHECK SLOTLONGITUDINAL ANCHOR TRENCH

6"

6"6"

TYPICAL EROSION CONTROL MAT PLACEMENT DETAIL

WITH NO GAPS (TYP.)

TIGHTLY ABUTTING

PLAN VIEW

FL

OW

FLOW

RUNOFFRUNOFF

WATTLE

OR

WATTLE

PROFILE

DIRECTION OF FLOW

SILT FENCE

6’ MIN.

PLAN VIEW

ISOLATED SILT

FENCE INSTALLATION

LIMITS OFDISTUBED AREA

(3’) MIN.

EXISTING

WOODEN STAKES STEEL OR

OF OVERALL

FIRMLY DRIVEN

GRADE

1/3 BURIAL

DR

IPL

INE

FABRIC

TEXTILE

WOOD FRAME

WOOD FRAME2’’ X 4’’

WITH GRATEDROP INLET

3’

0’’

1’

6’’

M

AX

.

6’’ X 6’’ TRENCH

BURY FABRIC IN A

6’’

6’’

STRAW ROLL INSTALLATION REQUIRES THE

PLACEMENT AND SECURE STAKING OF THE ROLL

IN A 3" MINIMUM TRENCH DUG ON CONTOUR.

RUNOFF MUST NOT BE ALLOWED TO RUN

UNDER OR AROUND ROLL.

ALONG SLOPE CONTOURS

STRAW ROLLS MUST BE PLACED

8"-10" DIA.

1" X 1" STAKE

3" MIN

6’’

INLET

ENTRENCH

3" MIN

ENTRENCH WATTLE A MINIMUM 3"

INTO NATURAL GROUND AT THE

OUTSIDE EDGE OF CONCRETE

APRON

INSTALLATION OF WATTLE STAKES

MAY VARY

TEMPORARY CONSTRUCTION ENTRANCE ROAD SHALL BE

NO LESS THAN 6" THICK, USE DOT#1 COARSE AGGREGATE

NOTE:

CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING CONSTRUCTION ENTRANCE,

ANY SEDIMENT TRACKED ONTO PUBLIC

ROADWAY SHALL BE REMOVED WITHIN

24 HOURS OF DISCOVERY.50’ x 27’ x 6" STONE

STABLIZED TIRE

WASH AREA. DEPRESS

6" BELOW GRADE AND

FILL WITH WATER.

TEMPORARY - CONSTRUCTION ENTRANCE ROAD

20’-0" MIN

15’-0" MIN

EXISTING TREE

DRIP LINE

PLANSECTION

SILT FENCE INLET PROTECTION

4’ MAX

ADJACENT ROLLS

SHALL BE TIGHTLY

ABUTTING WITH NO

GAPS.

STRAW ROLL WATTLE PLACEMENT DETAIL

STEEL ORWOODEN

POST

TEXTILEFABRIC

TREE PROTECTION PLACEMENT DETAIL

WATTLE INLET PROTECTION DETAIL

TIRE WASH DETAIL

ST

OR

MW

AT

ER

DE

TA

IL S

HE

ET

Documents

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