SHEET INDEX

MR. JOSEPH W. CAPRA, P.E.

CAPTEC ENGINEERING, INC.

301 N.W. FLAGLER AVENUE

STUART, FLORIDA 34994

PHONE: (772)-692-4344

FAX: (772)-692-4341

P.E. NO. 37638

ENGINEER

301 N.W. Flagler Avenue

Stuart, Florida 34994

Phone: (772) 692-4344

Fax: (772) 692-4341

Civil Engineering Professionals

Engineering Business

No. EB-0007657

Site Map

S. SEWALL'S POINT RD.

IMPROVEMENTS - PHASE 1

STORMWATER RETROFIT

LYING IN

SECTION 1, TOWNSHIP 38 S. , RANGE 41 E.

TOWN OF SEWALL'S POINT, FLORIDA

1 COVER

2 OVERALL DRAINAGE AND UTILITY PLAN

3 PROJECT LAYOUT

4 EROSION CONTROL

5-6 TYPICAL SECTIONS

7-12 PLAN AND PROFILE

13-15 CROSS SECTIONS

16 YARD DRAINAGE SYSTEM OUTFALL

16A OUTFALL WITH BACKUP PUMP SYSTEM

17 STORM WATER TREATMENT AREA

18 PAVEMENT MARKING AND SIGNAGE

19 DETAILS

20 SOIL BORINGS

21-22 UTILITY ADJUSTMENT

23 UTILITY ADJUSTMENT - MANDALAY

24 GENERAL NOTES

25-26 UTILITY DETAILS

1-2 TREATMENT AREA PLANTING PLAN

SHEET

NUMBERSHEET TITLE / DESCRIPTION

PROJECT

LOCATION

PROJECT

LOCATION

LOCATION MAP

Project

Location

ROADWAY AND DRAINAGE PLAN

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S. SEWALL'S POINT ROAD IMPROVEMENTS PHASE 1 PROJECT NO. 023.127

Vicinity Map

NOTE: THESE PLANS ARE IN ENGLISH UNITS.

THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE

STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION:

DESIGN STANDARDS DATED 2019.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION DATED JULY 2019.

THE MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,

CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS

(GREENBOOK) DATED 2016.

THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION. (MUTCD 2009)

NOTES:

THESE PLANS ARE IN ENGLISH UNITS

ALL ELEVATIONS HEREIN REFERENCE N.A.V.D.

1988 DATUM. ADD 1.48 FEET TO CONVERT TO

N.G.V.D. 1929 DATUM. ALL CONSTRUCTION IS TO

BE IN ACCORDANCE WITH FLORIDA DEPARTMENT

OF TRANSPORTATION STANDARDS AND

SPECIFICATIONS.

SR 76A

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FIELD

WITHAM

ST. LUCIE RIVER

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ST. LUCIE INLET

PORT SALERNO

PALM CITY

CITY OF

STUART

ST. LUCIE

COUNTY

707

JENSEN BEACH

JENSEN BEACH BLVD.

SW MARTIN

DOWNS BLVD

SW 34th ST.

SW MARTIN

HIGHWAY

SW

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27

FRANK FENDER

VINNY BARILE

JAMES CAMPO

DAVE KURZMAN

KAIJA MAYFIELD

TOWN OF SEWALL'S POINT

MAYOR

VICE MAYOR

COMMISSIONER

COMMISSIONER

COMMISSIONER

TOWN OF SEWALL'S POINT

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12-31-19

BID SET

ADDENDUM NO. 1, 1-24-20

ADDENDUM NO. 2, 2-07-20

A 1-4

ADDENDUM NO. 3, 2-18-20

3

3

3

ADDENDUM NO. 4, 2-27-20 SHEET 16A

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-8

-4

0

4

8

-8

-4

0

4

8

EL. 0.17

EL. 3.50

24 LF OF 12" CAP WITH WASTOP 12"

INLINE CHECK VALVE

PIPE SUPPORT

MHWL

2 - 2" x 8"

FLASH BOARDS

SEE DETAILS

INSTALL WASTOP 8"

INLINE CHECK VALVE

CONST. 8" ADS

DISCHARGE PIPE

CONST.

8" 45° BEND

(TYPICAL)

CONST.

8" 45° BEND

(TYPICAL)

2

:

1

2

:

1

EL. -1.00

EL. -1.50

EL. 2.30

EL. 2.12

EL. -4.10

SD-11

9.75'

2.5'

INV. EL. -1.00

CONST. 6 LF OF

15" RCP @ 0.00%

CONST. TYPE H INLET

(F.D.O.T. INDEX 425-052)

GRATE ELEV. = 3.50

INV. EL. = -0.50 (W)

INV. EL. = -1.20 (S)

INV. EL. = -1.00 (E)

SUBMERSIBLE

PUMP 6" DISCHARGE

CONST 4 LF OF

15" RCP @ 0.00%

CONST. 15" M.E.S

INV. -1.00

BOTTOM

EL. -3.26

EL. -0.50

2.5'3.08'

EL. 0.80

2 - 4" WEIRS TOP EL. 2.50

INSTALL MESH SCREENS

TO GRATE FROM TOP OF

WEIRS

1'

EL. 0.17

TO

B

TO

B

TOB

TOB

TOB

TOB

TO

B

TOE

T

O

E

TO

E

TOE

TOE

TOE

TOE

TOE

TO

E

T

O

E

T

O

E

109+00

S. SEWALL'S POINT ROAD

A

A

RIGHT OF WAY

CONST. RUBBLE

RIP RAP

CONST. 24 LF OF 12" CAP

WITH WASTOP 12"

INLINE CHECK VALVE

INV. 0.00

INDIAN RIVER

CONST. VINYL SHEET PILE

(CMI SHOREGUARD SG-650)

OR EQUAL WITH APPROVAL

BY ENGINEER OF RECORD

15' SHEET PILES

10' MIN EMBEDMENT

2

:

1

2:1

2:1

2

:

1

TO

E

T

O

E

T

O

E

1

0

'

10'

2

3

.

6

2

'

6

'

5:1

15:17:1

3:1

6:1

4:1

29:1

1

3

9

°

1

4

0

°

1

6

2

°

2:1

8:1

108+50

109+00

16.97'

BASELINE

7:1

5:1

-1.00

-1.00

-1.50

-1.50

-1.50

-1.50

3.50

2.30

3.50

2.30

EL. 3.50

+58.81

42.29 R

3.50

2.23

3.04

3.10

2.81

3.07

-1.00

2.12

EL. 3.50

+58.81

17.81 R

EL. 3.50

+02.14

17.81 R

1.81

3.50

EL. 3.50

+02.14

36.39 R

3.5

0

3.5

0

3.50

PIPE SUPPORT

2.12

0.00

2:1

CONST. 8" ADS

DISCHARGE PIPE

STA. 108+76.78 (11.79' R)

STORM MH

RIM EL. = 2.85

INV. EL. = -0.50 (S)

INV. EL. = -4.10 (N)

SD-11

INV. EL. = -0.50 (E)

SEE SHEET 8

SD-11

CONST. 8" 45° BENDS

(TYPICAL)

SEE SECTION AA

2.15

TOP

OF BOX

2.15

TOP OF BOX

REMOVE EXIST. 16" PIPE

CUT EXIST.

16" PIPE

TOP OF CONC.

BAFFLE BOX=2.38'

15" RCP

W. INV. EL.=(-)0.78'

MANHOLE

RIM EL.=2.86'

MANHOLE

RIM EL.= 2.78'

MANHOLE

RIM EL.= 2.73'

EXISTING CONC.

BAFFLE BOX

BOTTOM EL.=(-)2.59'

UPGRADE SEE DETAIL

EDGE OF

MANGROVES

DRIP LINE

EXIST. 15" RCP

TO REMAIN

MATCH EXIST.

GRADE

MATCH EXIST.

GRADE

BACK OF CURB

CONST. TYPE H INLET

(F.D.O.T. INDEX 425-052)

GRATE ELEV. = 3.50

w/ 2-WEIRS TOP ELEV. = 2.50

INV. EL. = -0.50 (W)

INV. EL. = 1.20 (S)

INV. EL. = -1.00 (E)

w/ SUBMERSIBLE

PUMP 6" DISCHARGE

CONST 6 LF OF

15" RCP @ 0.00%

CONST 4 LF OF

15" RCP @ 0.00%

CONST. 15" M.E.S

INV. -1.00

PUMP

CONTROL

PANEL

CONST. 8"ADS

DISCHARGE PIPE

BE

BE

CONC. POWER

POLE

ELEC. SERVICE

8"X 6" RED.

CONST. VINYL SHEET PILE

(CMI SHOREGUARD SG-650)

OR EQUAL WITH APPROVAL

BY ENGINEER OF RECORD

15' SHEET PILES

10' MIN. EMBEDMENT

10'

EL. 3.50

EL. 2.30

23.62' 6'10'

12" BLEEDER INV. EL. 0.00

WITH 12" WASTOP INLINE

CHECK VALVE

EL. 0.00EL. 0.00

EL. 3.50

EL. 3.50

CONCRETE CAP

2- 2" x 8"

FLASH BOARDS

SEE DETAILS

8" DISCHARGE INV. EL. 0.17

WITH 8" WASTOP INLINE

CHECK VALVE

N

O

R

T

H

SCALE: 1" = '

0

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52.52.5

Joseph W. Capra

301 N.W. Flagler Ave.

Stuart, Florida 34994

P.E. No. 37638

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LEGEND

= CONSTRUCT PAVEMENT

AND OVER BUILD

= ROADWAY DRAINAGE SYSTEM

= YARD DRAINAGE SYSTEM

= PROPOSED TOP OF BANK

= PROPOSED TOE OF SLOPE

TOB

TOE

SECTION AA

SCALE: 1" = 4'

SCALE: 1" = 5'

≥

PILE SUPPORT

INSTALLATION DETAIL

12" CAP

/ 8" ADS

PIPE

1/16" MIN.

(2) 1/2"

THREADED

RODS W/NUTS

AND WASHERS

(TYP.)

5 LF 3"X8"

JOIST

8" COMPOSITE

PILE (PEARSON

OR APPROVED

EQUAL)

MINIMUM 10'

EMBEDMENT

1/16" MIN.

5 LF 3"X8"

JOIST

1/16"

MIN.

1/16"

MIN.

8" COMPOSITE

PILE (PEARSON

OR APPROVED

EQUAL) MINIMUM

10' EMBEDMENT

5 LF 3"X8"

JOIST

N.T.S.

12" 12" / 6" 12"

36" / 30"

12

"1

2" / 6

"1

2"

36

" / 3

0"

18"

6"

6"

SHEET PILE

PROP. 12"

CAP / 8" ADS

PIPE

CUT SHEET PILE TO

OUTSIDE DIAMETER

OF CAP PIPE

4 #4 BARS

DIAGONALLY

FRONT AND BACK

A A

PIPE PENETRATION THROUGH

SHEET WEIR DETAIL

SECTION A-A

N.T.S.

N.T.S.

#4 BARS

#4 BARS

#4 BARS

#4 BARS

NOTE: MODIFY TOP COLLAR AS

NECESSARY TO FIT ALUMINUM CAP

PROP. 12"

CAP / 8" ADS

PIPE

WEIR SECTION VIEW

RIP-RAP DETAIL

.11'

1/2" PREFORMED EXPANSION

JOINT FILLER SEALED POURED RUBBER

OR RAPID CURE SILICONE 1" DEEP

10' MIN. TO

ELEVATION CHANGE

10' MIN. TO

ELEVATION CHANGE

.64'

EXPANSION/CONTRACTION JOINT DETAILS

NTS

3

4

" CHAMFER (TYP.)

PLACE JOINT BETWEEN

TIES (3" MIN. CLEARANCE)

#3 TIES

#6 BARS

1"Ø x 28" LONG STAINLESS STEEL

DOWEL (CENTERED)

GREASE ONE SIDE OF JOINT

#6 BARS

#8 DOWEL AT

EXPANSION

JOINT ONLY

SMOOTH

STAINLESS

22"

18"

2 EQ. SP.

3

4

" CHAMFER

(TYP.)

9" TOP OF

SHEET PILE

10"6" 6"

3"

COVER

TO TIE

(TYP.)

#3 HOOPS

AT 28" O/C

HOOK AT

EACH END

OF HOOP

VINYL SHEET PILE

(SG-650 OR EQUAL)

(7) - #6 BARS

CONT. (28" MIN.

LAP AT SPLICE

LOCATIONS)

15

' M

IN

.

EM

BE

DM

EN

T

GRADE

SHEET PILE CONCRETE CAP

N.T.S.

CLASS II

3400 PSI

CONCRETE

SHEET PILE

GRADE

SHEET PILE CAP FLASH BOARDS

N.T.S.

CAP

2'' x 8'' TEMPORARY

FLASH BOARD

(TREATED WOOD)

TAPCON CONCRETE

SCREWS (TYP.)

4'' x 4'' SS BAR

3

4

'' x 4'' L SS BOLTS

WITH SS WASHERS

2

2

A 1-4

BAFFLE BOX UPGRADE DETAIL

ADD STAINLESS STEAL

DEBRIS SCREENS

ADD BAFFLE

BUDDY FILTER

MODY DEWATERING PUMP

G702TM 1220

220

2.80 NAVD 0.50 NAVD

PUMP MAYBE REPLACED BY APPROVED EQUAL

1070

4

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