NOTES

1. ALL

WO

RK SHALL

BE CO

MPLETED

IN CO

NFORM

ANCE AS

APPLICABLE 88151

FLORIDA DEPARTM

ENT O

F TRANSPO

RTATION

STANDARS SPEETFICATO

NS FO

R RO

AD AND BRIDG

E CO

NSTRUCT1ON.

LATEST EDITIO

N AND THE

INDIAN RIVER

COUNTY PUBLIC

WO

RKS DEPARTM

ENT STANSAROS.

2. ALL

STORUW

ATER PIPES

SHALL BE

REINFORCED

CONCRETE

PIPE (REP).

CLASS IV

AlSO

ASS PIPE, RESPECTIVELY.

AD NO

TED O

R THE

PLANS, ASS

IN ACCO

RDANCE W

ITH THE

SPEC1EICATIONS.

3. INLETS

SHALL BE

PRE-CAST IN

CONFO

RMANCE

WITH

FOO

T. STANDARD

SPECIFICATIONS

WITH

28 DAY 4000 PSI

CONCRETE.

4. SHO

P DRAW

INGS

SHALL BE

SUBMITTED

TO

S-FE O

WNER'S

REPRESENTATIVE FO

R REHIEW

AND

APPROVAL

PRIOR

TO

MANUFACTURE.

5. ALL

BACAFILL O

VER STO

RM

pIPES O

RDER PLANNED

PAVEMENT

AREAS SHALL

BE CO

MPACTED

PER FOO

T. STANDARD

SPECLPTCATISBD, SECTIO

N 125.8.3.,

TO

DOD

OF THE

MAXIM

UM

DENSITY PER AAXHTC f-RN.

B. ADJUSTM

ENT O

F INLET

TOPS

SHALL BE

INCLUDED IN

THE CO

NTRACTOR'S

BID. NO

CLAIM

SHALL

BE MADE

AGAINST

THE O

WNER

AND/OR

EBDINEEN IN

THE EVENT ADJUSTM

ENTS ARE

NECESSARY.

7. TT1E CO

NTRACTOR

SHALL VERIFY THE

LOCATIO

NS SF ANT

UNDERGNO

UNX UTILITIES

PRIOR

TO

EOCAVATIDR.

B. ALL

SENENAL CONSTRUCTIO

N, M

ATERIAL TESTTNS

ASS M

ETHODS

OF

INSTALLASUN SHALL

RE SUBJECT

TO

THE APPRO

VAL O

F THE

COUNTY

ENGINEER AND/SR PUBLIC

WO

RKS DIRECTO

R O

F THE

COUNTY.

9. INSPECTIO

N O

N FAILURE

TO

INSPECT ANY MATERIALS

UN W

ORKM

ANSHLP BY

THE CO

UNTY O

R O

THER AG

ENCIES SHALL

IA NO

W

AY RELIEVE

THE CO

NTRACTOR

OF HIS

RESPONSIBILITY

TO

PERFORM

TIlE

WO

RK IN

ACCORDANCE

WITH

APPLICABLE PLANS.

SPECIFICATONS

AND LAW

S.

10. ALL

DIMENSIO

NS M

OST

BE VERIFIES

IN THE

FIELD 90

THE CO

NTRACTOR

AND IF

ANT DISCREPANCIES ARE

DISCOVERED,

THE SANER

SHALL BE

NOTIFIES

IMM

EDIATELY.

11. CO

NTRACTOR

SHALL CO

ORDINATE ALL

WO

RK 1,9TH

UTILITY CO

E4PANLES PRIO

R TO

START

SF CONSTNO

CTON

IN O

RDER TO

PREVENT

DAMAG

E TO

EAIG

T1NO SSLITIES

AND THE

ADJUSTMENT

AND/ON RELO

CATION

SE SAM

E IF REQ

IJIRED.

12. CO

NTRACTOR

SHALL BE

NEOPO

NSIRLE FO

R O

BTAINING

ANY AND

ALL REG

AINED RO

AD CRO

SSING

PERMITS.

13. CO

NTRACTOR

SHALL CO

ORDINATE

CONISECT1DNS

TO

EXISTING

STORM

O

NAINAGE

FACILITIES ANTI

SHALL VERIFY

LUCMTIO

N AND

ELEVATION

SF SAID

FACILITIES PRIO

R TO

TIlE

START O

F CO

NSTHUCTISN. ANY

FACILIDES DISTURBED

SHALL BE

REPAIRED TO

EQ

UAL O

R BETTER

THAN EXISTTIFS

CONDITIO

NS.

4. CO

NTRACTOR

IS ADUTSEC

TO

FAMILIARIZE

HIMSELF

WITH

THE SVENALL

SCOPE

Of'

WO

RE TO

BE PERFO

RMED

PRIOR

TO

SUBMITTING

A

RID.

15. IT

SHALL BE

THE CO

NTRACTOR'S

RESPONSIBILITY

TO

NOTES

THE O

WNER

OF

ANY CHANG

ES SN

OEUTATTO

NS FROM

THE

ORIG

INAL PLANS

PRIOR

TO CO

ISSITRUCTON

SF SAID

CHANGE

OR

005151108.

lB. THE

SONTRACTUH

SHALL TARE

TIlE NECIESSAHY

PRECAUTIONS

TO

SAFEGUARD

ALL EXISTING

STRUCTURES

AND UTLITIES.

WHY

DAMAG

ES SHALL

BE REPAIRED

BY THE CO

NTRACTOR AT HIS

DAN EUPENSE

TV. THE

OW

NER RESERVES

THE NIG

HT TO

REQ

UEST FRO

M

THE CO

NTRACTOR

ASPHALTTC CO

NCRETE SURFACE

COURSE M

IX CERTIFICATIO

NS TO

ATSUNE

COM

PLIANCE WITH FO

OT.

SPECIF1CATOHS.

18. ALL

SITE CURBINO

SHALL

BE HEADER

TYPE CURB UNLESS

OTHERW

ISE NO

TED.

TB. ALL

CONSTRUCTIO

N SHALL

COM

PLY W

ITH INDIAN

RIVER CO

UNTY SUBDINISIO

N REQ

UIREMENTS

AS APPLICABLE.

WHERE

APPLICABLE, STANDARDS

OF

TIE FLO

RIDA DEPARTM

ENT O

P TRANSPSRATDN

'STANDARD SPECIFICATO

N FO

R ROAD

& BRAISE CO

ASTRUCTION

SHALL BE

UTSJZED.

20. PUTABLE

WATER

AND SANITARY

SEA'ER SO

URCE IS

INDIAN RIVEN

COUNTY UTILITIES.

NUTIFICATIUN: THE RESPECTVE

COUNTY O

IUISIDN SHALL

BE NODS-ED

BY THE

CONTRACTO

R IN

WRITING

, W

ITH CO

PIES TD

THE CO

MM

UNITY DEVELO

PMENT

OIUTSIUN,

SE THE

COM

MENCEM

ENT ASS

COM

PLETION

OF

THE FVLLO

AINS ITEM

S SF

CONSTHUCTTO

N SO

THAT

AN IM

MEDIATE

INSPECTION

CAR RE

PERFUKMES

TU ENSURE

CONSTHSCTDN

IN CO

NFORM

ANCE W

ITH SAID

APPROVES

CONSTRUCTIO

N PLANS AND

SPECIFICATIONS

AND THE

NFQUIREM

ENIS O

F THIS

CHAPTER. IF

THE CUUNTY

NOTFIES

THE CO

NTRACTOR

THAT NO

CO

UNTY INSPECTUR IS

AVAILABLE TO

INSPECT

WITHIN

FORTY-EIG

HT (48) HO

URS O

F AN

INSFECTUN REQ

UEST, AND

IF A

DELAY IS

INTIPECTION

WO

ULD CAUSE

A DELAY IN

THE PROJECT,

THEN TXIS

REQUIREM

ENT MAY BE

MET BY

SUAMISUISN

OF

A CERYFICATE FRO

M

THE ENIUNEER

OF RECO

RD THAT ALL CO

NSTRUCITON HAS

COM

PLETED IN

ACCORDANCE

WITH

THE LAND

DEVELOPM

ENT PERHIT:

I W

ATERLINES AND

SANITANY SEW

EN LINES PRIO

R TO

BACKFILLINC

)UT1LIOIES DINISIUR);

2. STABILIZED

DUNSRUOE (PUBLIC

WO

RKS O

YVSIUN), 3.

EURO AND

CONCRETE

HONE

(PUBLIC W

SNKS DIUISIUN(;

4. RO

ADWAY BASE (PUBLIC

WO

RKS DI\YO

ION(;

U. SURFACE

COURSE

(PUBLIC W

ORKS

DIUTSIDN): K.

PER4ANENT REFERENCE MO

NUMENTS

AND PERM

ANENT CONTRO

L POINTS

(PUBLIC W

ORKS

OIUTO

ION(;

3. STO

RM

SEWER (PUBLIC

WO

RKS 015101015).

THE FAILURE

TO

NSDFY THE

RESPECTVE DIN1SIO

NS O

F THE

CUMM

ENCEMENT

ANT CO

MPLETO

N DF

THE CO

NSTRUCTION

OF

SUCH ITEM

S SHALL

BE G

OO

D CAUSE

TO REFUSE

TO

ISSUE A

CERTIFICATE O

F CO

MPLETiO

N UNO

L SUCH

FURTHER INVESTG

ATION

IS CO

NDUCTED TO

VERIFY

COM

PLIANCE W

ITH THE

LNNO

DEVELOPM

ENT PERM

IT. ALL

WATER

ABA SEW

ER IM

PROVEM

ENTS M

UST BE INSPECTED

BY THE

INDIAN RIVER

COUNTY

UTILITIES DIRECTO

R SM

HIS

REPNFSFNTATTVE O

R THE

APPROPRIATE

MUNICIFAL

OR

PRIVATE UTILITY

REPRESENTATIVE TO

BALI KR ILL IN 0.

WUI'']*Ti.]JICk

©

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"C" ST.

AN

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LO

ST O

F Q

UA

NTITIES

DESCRIPTIO

N

QU

AN

TITY

UN

IT

GEN

ERAL

CLEARIN

G

16.45 A

C STREETS

1" PA

VIN

G

0 BY

6"

BASE

COU

RSE 0

SY

8" SU

BGRA

OE

0 SY

6"

HEA

DER

CURB

BOO

LI

MIA

MI

CURB

3,390 LI

STORM

D

RAIN

AG

E INLET

(TYPE

D)

2 IA

INLET

(TYPE

H

MO

DIFY

) 3.

IA

MITERED

END

SECTION

3

IA

EXFILTLRA

TION

TREN

CH

758 LI

GU

TTER IN

LET (TY

PE 5)

B IA

IN

LETS (TY

PE "C") 6

IA

STORM

M

AN

HO

LE 1

ER. 30"

NC?

552 LI

24" N

C? 595

LI

lB' RCP

500 LI

12" RCP

BOB

LI PO

TABLE

WA

TER B"

DIA

. W

ATER

MA

IN

1,065 LI

6" D

IA.

WA

TER MA

IN

360 LI

4" D

IA.

WA

TER MA

IN

240 LI

B" D

IR.. D

ATE V

ALV

ES 2

EA

6" D

IA.

DA

TE V

ALV

ES 1

IA

4" D

IA.

GA

TE V

ALV

ED

1 N

A

FIRE H

YD

RAN

TS (CO

MPLETE)

2 IA

10" X

B"

WET TA

P W

/TAPPIN

G

VLV

0

EA

10" 3! 6"

WET

TAP W

/TAPPIN

G

VLV

0

IA

WA

TER SERV

ICE 1"

DIR.. (SH

ORT)

2 IA

W

ATER

SERVICE 2"

DIA

. (SHO

RT) 6

IA

WA

TER SERV

ICE 1" D

IA. (LO

NG

) 5

IA

WA

TER SERV

ICE 2"

DIA

. (LON

G)

5 ER.

1" D

IA.

BACEFLO

W

PREVEN

TOD

0

IA

SAN

ITARY

SEW

ER 2-1/2"

DIA

. FO

RCE M

AIN

0

LI 2-1/3"

DIR..

PLUG

V

ALV

ES 0

ER. PU

MP

STATIO

N

1 LS

GRA

VITY

SEW

ER (0-B' D

IE?) 472

LI G

RAV

ITY

SEWER (6'-S'

DEEP)

5R4 LI

GRA

VITY

SEW

ER (B'-lO

'DEEP)

512 LI

(0'-6' D

EEP) MANHOLE

5 ER.

(6'-B' DEEP) MANHOLE

1

IA

(B'-lO'

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IA

6" SEW

ER LA

TERAL

10 IA

4"

SEWER

LATERA

L B

IA

SOD

1

LO

SEED

&

OG

ULCH

.

1 US

INDEX OF SHEETS

1. TITLE

SHEET 2.

ViCINITY MAP

3. BO

UNDARY & TOPO

GRAPHIC

SURVEY 4.

PRELIMINARY PLAT (A)

5. PRELIM

INARY PLAT (B) 6.

STORM

WATER

GRADING

PLAN (A) 7.

STORM

WATER

GRADING

PLAN (B) 8.

UTILITY PLAN (A) 9.

UTILITY PLAN (B) 10,

CROSS-SECTIO

NS 11.

STORM

& SANITARY

SEWER

PROFILES

12. CO

NSTRUCTION DETAILS

13. CO

NSTRUCTION DETAILS

14. UTILITY DETAILS

15. UTILITY DETAILS

16. PUM

PSTATION

DETAILS 17.

PUMPSTATIO

N DETAILS

JURISDICTIONAL

AGENCIES

(PERMITS/APPRO

VALS)

INDIAN RIVEN

COUNTY -

LAND CLEARINS

INDIAN RIVER

COUNTY

TREE REM

OVAL

INDIAN RIVER CO

UNTY LAND

DEVELOPM

EST INDIAN RIVER CO

UNTY - UTILITES

DEPARTMENT

ST. JO

HNS - M

OSW

PERMIT

DEPT. O

F ENUTRONSIEN IAL PRO

TECTION -

WATER

DEPT. O

F ENUIRO

NMENTAL

PROTECTIO

N SEW

ER

LOCATION MAP

(NOT TO SCALE)

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MO

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FL. #33193

50 INDAIN

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50' DRA SAG

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6' VASES

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GRADE

SECTION AA

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"=5'

SE

25' DRAINAG

E ESAT.

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6' AR

ESTUARY

12ø PERF. CAP.

MATCH

EXISTING

ELF V. 3. 00

& VNSERDRAIN

GRADE

(SEE SHEET

12 O

F 7

FOR

DETAILS)

SECTION BB

SCALE' HCRZ. 1-T0' VERT. 1=5'

SECTION CC

SCALE: HDRL. 1=iD' VERT. 1=5'

32' GO

LF CART

ESMT.

MATCH

EXISTiNG

MATCH EXISTING

. G

RADE

ESTUARY

SCALE: HO

RZ. 1=i0' VERT. 1=5'

SECTION FF

SCALE' HO

RL. 1=10' VEST. 1=5'

NO 6'

PATH

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SLOPE

VARIES TO

SO

P SF

14th

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PRIOR

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AND ESTUARINE/W

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STEPHEN

E. MOLER, P.E. FL, fi33193

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UNLESS O

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TED ALL

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F 3000 PSI. IN

28 DAYS.

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2. CO

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IN 28 DAYS.

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