STA

TE O

F FLOR

IDA

DE

PA

RTM

EN

T OF TR

ANSPO

RTATIO

N

LAND

SC

APE

PLA

NS

FINAN

CIAL P

RO

JEC

T ID 435695-1-74-01

HIG

HLA

ND

S C

OU

NTY (09030)

STA

TE R

OA

D N

O. 25 (U

S 27)

LINE

AR

FEETM

ILES

RO

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WAY

BR

IDG

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TH O

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JECT

EX

CE

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GR

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LENG

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CT

6,221.52178.48

6,400.00

6,400.00

1.178.034

1.212

1.212

LENG

TH O

F PR

OJE

CT

BEG

IN P

RO

JEC

TS

TA. 3465+00.00

EN

D P

RO

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TS

TA. 3529+00.00

EN

D B

RID

GE

STA

. 3514+85.82

BEG

IN B

RID

GE

STA

. 3513+07.34

DATE

DES

CR

IPTIO

NK

EY S

HE

ET REV

ISION

S

SH

EET

NO

.

LD-1

FISC

ALY

EAR

14

TO S

EBR

ING

TO LA

KE

WALES

CO

MPO

NE

NTS O

F CO

NTR

ACT PLAN

S SET

LAN

DS

CA

PE PLAN

S

IND

EX O

F LAN

DSC

APE PLAN

S

SH

EE

T NO

.S

HE

ET D

ES

CR

IPTION

LD-1

KE

Y S

HEET

LD-2

TAB

ULA

TION

OF Q

UA

NTITIE

S AND

PLANT SC

HED

ULE

LD-3

TAB

ULA

TION

OF Q

UA

NTITIE

S A

ND

SCH

EDU

LE FOR

IRR

IGATIO

NLD

-4G

ENER

AL NO

TESLD

-5TE

CH

NIC

AL M

AIN

TENAN

CE PLAN

LD-6 - LD

-15LA

ND

SC

AP

E P

LAN SH

EETSLD

-16 - LD-25

IRR

IGA

TION

PLAN

SHEETS

LD-26 - LD

-27D

ETA

IL SH

EETSLD

-28S

IGN

ATU

RE SH

EET

GO

VER

NIN

G S

TAN

DAR

S AND

SPEC

IFICATIO

NS

Florida Departm

ent of Transportation, 2014 Design S

tandards and revised Index D

rawings as appended herein, and 2014 S

tandard Specifications for R

oad and Bridge Construction, as am

ended by Contract D

ocuments.

For Design Standars click on the "D

esign Standards" link at the following

web site:

http://ww

w.dot.state.fl.us/specificationsoffice/

For the Standard Specifications for R

oad and Bridge Construction click on

the "Specifications" link at the following w

eb site:http://w

ww

.dot.state.fl.us/specificationsoffice/

REV

ISIO

NS

FINA

NC

IAL P

RO

JEC

T ID 435695-1-74-01

LIST O

F REV

ISED

IND

EX D

RA

WIN

GS

IND

EX N

O.

SH

EE

T NO

.

MILES

01/4

1/2

N

NO

TE: THIS PR

OJEC

T TO B

E LET TO

CO

NTR

ACT W

ITH FIN

ANC

IAL PR

OJE

CT ID

435695-1-74-01

NO

TE: THE

SC

ALE

OF TH

ESE PLAN

S MAY

HAV

E CH

ANG

ED

DU

E TO R

EPR

OD

UC

TION

.

LAND

SC

APE

SH

OP D

RAW

ING

STO

BE S

UB

MITTED

TO:

HEA

RTLA

ND

DES

IGN

SP

.O. BO

X 3164LAK

E PLACID

, FL 33862

PLA

NS

PR

EPA

RE

D BY:

HEA

RTLA

ND

DES

IGN

SP

.O. BO

X 3164LAK

E PLACID

, FL 33862FL LA

ND

. ARC

H. C

OM

PAN

Y LICE

NS

E NO

. LC 26000294

LAND

SC

APE

PLA

NS

AR

CH

ITEC

T OF R

EC

OR

D: C

HA

D C

LOU

SERR

LA N

O: 6666811

LOC

ATION

OF P

RO

JEC

T

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

435695-1-74-01

TABU

LATION

OF Q

UA

NTITIES

PLA

NT S

CH

EDU

LE

SH

EET

NO

.

LD-2

PAY ITE

MS N

OTES:

580-1-2E

ACH

TREE

SH

ALL B

E STAKED

AN

D G

UY

ED P

ER IN

DEX

NO

. 544, LAN

DS

CA

PE

INS

TALLATIO

N, SH

ALL INC

LUD

E TH

E C

OS

T OF R

EMO

VIN

G TH

E STAKES

AN

D TIES AT

THE

EN

D O

F THE ES

TABLIS

HM

ENT PER

IOD

.

TABU

LATION

OF Q

UA

NTITIE

S / PLANT SC

HE

DU

LE

PAY

ITEM

NO

. PAY SIZE

SYM

LAG

IND

LAGER

STRO

EMIA

IND

ICA

BO

TANIC

AL NAM

E

CR

APE

MYR

TLE

WILD

DA

TE P

ALM

CO

MM

ON

NAM

EIN

STA

LLEDS

IZE

MAX.

MAIN

TAINED

SIZE

SPA

CIN

GR

EMA

RKS

UN

IT

PLAN

FINAL

4P

LANFIN

AL5

PLAN

FINAL

6P

LANFIN

AL7

PLAN

FINAL

8P

LANFIN

AL

TOTAL

THIS

SH

EET

LARG

E580-1-2

PH

O S

YLP

HO

ENIX

SYLVE

STRIS

LARG

E580-1-2

SAB

S18

SAB

AL PALM

ETTOLAR

GE

580-1-2C

ABBA

GE

PALM

25 GAL.

B&B

BR

AS SH

OW

N

ON

PLANS

AS SH

OW

N

ON

PLANS

AS SH

OW

N

ON

PLANS

EAEAEA

SH

EET N

UM

BERS

PAY

ITEM

NO

. PAY SIZE

SYM

LAG

IND

LAGER

STRO

EMIA

IND

ICA

BO

TANIC

AL NAM

E

CR

APE

MYR

TLE

WILD

DA

TE P

ALM

CO

MM

ON

NAM

EIN

STA

LLEDS

IZE

MAX.

MAIN

TAINED

SIZE

SPA

CIN

GR

EMA

RKS

UN

IT

PLAN

FINAL

9P

LANFIN

AL10

PLAN

FINAL

11P

LANFIN

AL12

PLAN

FINAL

13P

LANFIN

ALP

LANFIN

AL

GR

AN

DTO

TAL

TOTAL

THIS

SH

EET

LARG

E580-1-2

PH

O S

YLP

HO

ENIX

SYLVE

STRIS

LARG

E580-1-2

SAB

S18

SAB

AL PALM

ETTOLAR

GE

580-1-2C

ABBA

GE

PALM

25 GAL.

B&B

BR

AS SH

OW

N

ON

PLANS

AS SH

OW

N

ON

PLANS

AS SH

OW

N

ON

PLANS

EAEAEA

SH

EET N

UM

BERS

030

000

6032

3015

010

020

000

040

000

000

9447

91047

060

20'S

TAN

DA

RD

, 2" MIN

. CALIPER

9' OA

12' CG

W

16' OA

9' OA

12' CG

W

16' OA

STA

ND

AR

D, 2" M

IN. C

ALIPER

BO

OTED

BO

OTED

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

TABU

LATION

OF Q

UA

NTITIES

IRR

IGA

TION

SCH

EDU

LE

SH

EET

NO

.

LD-3

PAY ITE

MS N

OTES:

590-70IN

CLU

DE

S THE C

OST O

F ALL NE

CE

SSAR

Y PER

MITS,

FEES ALO

NG

WITH

WATER

TAPS, E

LEC

TRIC

AL SER

VICES

FOR

THE

IRR

IGATIO

N SYSTEM

.

TABU

LATION

OF Q

UA

NTITIE

S / IRR

IGA

TION

SC

HED

ULE

PAY

ITEM

NO

.U

NIT

PLAN

FINAL

16P

LANFIN

AL17

PLAN

FINAL

18P

LANFIN

AL19

PLAN

FINAL

20

IRR

IGATIO

N SY

STEM590-70

555-1-1

LSLF

SH

EET N

UM

BERS

62.50

620

70

PLAN

FINAL

21

0

PLAN

FINAL

22

0

PLAN

FINAL

23

66.5

PLAN

FINAL

24

0

PLAN

FINAL

25

0

PLAN

FINAL

PLAN

FINAL

GR

AN

DTO

TAL

TOTAL

THIS

SH

EET

1261D

IREC

TION

AL BO

RE (LES

S THAN

6")

IRR

IGA

TIO

N S

CH

ED

ULE

435695-1-74-01

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

GEN

ERAL N

OTES

SH

EET

NO

.

LD-4

LAN

DS

CA

PE G

ENER

AL S

PEC

IFICA

TION

S

Install landscaping in accordance with all applicable codes regarding m

aterials, methods of w

ork and disposal of waste

material. O

btain and pay for all required permits and inspections.

Visit the site and exam

ine the conditions under which the w

ork is to be performed. D

o not proceed with the w

ork until all unsatisfactory conditions have been rectified.

Locate and protect all existing underground and overhead utilities, benchmarks, control points and m

onuments w

ithin the w

ork area. Repair m

ade do to damage to any of these item

s will be m

ade at the contractor's expense. If incorrectly located utilities are encountered, contact the applicable utility com

pany to receive any further instructions or assistance that m

ay be needed.

Take all measures necessary to protect all existing paving, buildings, utilities, etc. on and adjacent to the site. R

epair m

ade do to damage to any of these item

s will be m

ade at the landscape contractor's expense.

It is the responsibility of the contractor to satisfy themselves as to the accuracy of the quantities on the plan. If there

are any discrepancies between the plan and the m

aterial list this should be addressed prior to beginning work. In any

instance that a discrepancy does occur between the plan and m

aterial list, the plan rules. No extra com

pensation will

be allowed on account of discrepancies betw

een the plan and material list.

Square foot, cubic yard and lineal foot quantities do not account for any w

aste and it is the contractor's responsibility to calculate any extra m

aterial necessary to offset this.

It is the responsibility of the contractor to order or provide all material, equipm

ent, labor, etc. necessary to complete the

work according to the plans and specifications.

All existing invasive plant m

aterials are to be removed as per applicable code.

Warranty all palm

s, trees and plant materials to rem

ain alive and in healthy condition for a period of one year after acceptance. Plants m

ust be given proper care during this time. This includes m

aintenance, fertilizing, spraying, and being provided w

ith adequate irrigation as necessary. Replace each palm

, tree or plant that is dead or in severely unhealthy condition once w

ithin the warranty period of one year. The w

arranty becomes void in cases of vandalism

, fire, flood, freezing or extrem

e cold not typical for the area, lightening strikes, hurricane force wind, im

properly functioning or turned off irrigation or ow

ner negligence. Any replacement desired or required do to any of these

unwarranted causes w

ill be at the owner's expense.

LAN

DS

CA

PE IN

STA

LLATIO

N SP

ECIFIC

ATIO

NS

Treat all areas to receive landscaping with a broad-spectrum

herbicide and allow enough tim

e for the herbicide to take full effect prior to beginning any landscape installation.

Treat all landscaping beds with a pre-em

ergent herbicide prior to beginning any landscape installation.

The landscape contractor shall make sure that all planting beds are free from

rocks, trash, waste m

aterial and other construction debris prior to landscape installation and shall notify the ow

ner prior to installation so that they may have

the site contractor remove their w

aste.

Install all palms, trees and plant m

aterials in the locations and at the quantity specified on the landscape plans. The ow

ner or their representative must approve any deviations from

the landscape plans in advance.

All palm

s, trees and plant materials shall be planted as per the details show

n on the landscape plans. The planting pit shall be tw

ice the diameter of the root ball or pot and shall be backfilled w

ith planting soil and watered in thoroughly.

All palm

s and trees shall be fertilized using a full spectrum slow

release fertilizer according to the manufacturer's

recomm

endations to quantity per tree according to tree size. All plant m

aterials shall be fertilized at the time of

installation with a full spectrum

slow release fertilizer according to the m

anufacturer's recomm

endations.

All burlap, grow

bags, wire cages, etc. shall be rem

oved from the root ball of all palm

s and trees prior to planting.

Stake and guy all palm

s and trees to ensure they remain in their proper grow

ing positions. All staking and guying should be w

ell marked to prevent tripping hazards or other possible injuries. Staking and guying shall not perm

it nails, screw

s, wire, and etc. to penetrate the outer surface of the palm

or tree. Any palms or trees dam

aged due to such practice shall be replaced at the landscape contractor's expense.

All planting areas shall have 3" of grade "A" brow

n mulch and all palm

s and trees not located within a planting area

shall have a ring of mulch around the base a m

inimum

of 24" in diameter and 3" deep.

Prepare all areas to receive sod to be sm

ooth, free from trash and debris and free draining. Site contractor shall leave

the grade + or - 1". Install the sod to form a solid m

ass with tightly fitting joints that are staggered w

ith each additional course. Tam

p or roll the sod once laid to ensure contact with the soil. Sod should be flush w

ith sidewalks, curbs and

all other adjacent surfaces. Water the sod thoroughly im

mediately after installation.

Adhere to all federal, state and local law

s regarding the handling and application of herbicides and fertilizers. Follow

manufacturer's recom

mendations regarding m

ixing ratio and application rate of herbicide.

LAN

DS

CA

PE M

ATER

IAL SP

ECIFIC

ATIO

NS

All palm

s, trees and plant materials are to be Florida #1 or better as described in the latest edition of G

rades and S

tandards for Nursery Plants published by the State of Florida D

epartment of Agriculture and C

onsumer S

ervices.

All palm

s, trees and plant materials shall be the variety specified in the m

aterial list for the landscape plans. All palms,

trees and plant materials are to be referred to, ordered and planted according to the "scientific" or "botanical" nam

e. A

ny errors made w

hen referring to, ordering or planting any material by the "com

mon" nam

e will be corrected at the

landscape contractor's expense.

All palm

s, trees and plant materials are to m

eet the minim

um m

easurements for each category show

n in the material

list for the landscape plans regarding height, caliper, spread and container size. In some instances a m

easurement in

one category may need to increase to m

eet the minim

um m

easurement for another category. This shall be verified

prior to beginning work and any necessary increase in size from

what is show

n in the material list shall be m

ade to m

eet all minim

um m

easurements for each category. N

o extra compensation w

ill be allowed to increase one category

of measure to m

eet the minim

um m

easurement of another category once the job has been contracted or has

comm

enced.

The sod shall be of the variety specified in the material list for the landscape plans. All sod should be healthy, w

ell rooted and uniform

in both color and density. It shall be free from pests, disease and w

eeds. All sod shall be delivered

on pallets in the square footage typical per pallet with regard to the variety of sod specified. The landscape contractor

shall field verify all quantities prior to ordering.

Mulch shall be brow

n and of the quantity specified in the material list for the landscape plans. This quantity is based

on coverage 3" in depth in all planting areas and a 24" ring 3" in depth around all trees located in lawn areas. The

landscape contractor shall verify all quantities of mulch on the plan. N

o extras compensation w

ill be allowed to

increase the quantity of mulch to attain a 3" depth once the job has been contracted or has com

menced. M

ulch shall be grade "A" if not otherw

ise specified in the material list.

IRR

IGA

TION

GE

NE

RA

L SPEC

IFICA

TION

S

Install irrigation system in accordance w

ith all applicable codes and ordinances regarding materials, m

ethods of work

and disposal of waste m

aterial. Obtain and pay for all required perm

its and inspections.

Visit the site prior to w

ork comm

encing and examine the conditions under w

hich the work is to be perform

ed. Do not

proceed with the w

ork until all unsatisfactory conditions have been rectified.

Locate and protect all existing underground and overhead utilities, benchmarks, control points and m

onuments w

ithin the w

ork area. Repairs m

ade due to damage to any of these item

s will be m

ade at the irrigation contractor's expense. If incorrectly located utilities are encountered, contact the applicable utility com

pany to receive any further instructions or assistance that m

ay be needed.

Take all measures necessary to protect all existing paving, buildings, utilities, etc. on and adjacent to the site. R

epair m

ade due to damage to any of these item

s will be m

ade at the irrigation contractor's expense.

It is the responsibility of the contractor to satisfy themselves as to the accuracy of the quantities on the plan. If there

are any discrepancies between the plan and the m

aterial list this should be addressed prior to beginning work. In any

instance that a discrepancy does occur between the plan and m

aterial list, the plan rules. No extra com

pensation will

be allowed on account of discrepancies betw

een the plan and material list.

It is the responsibility of the contractor to order or provide all material, equipm

ent, labor, etc. necessary to complete

the work according to the plans and specifications and to provide a fully functioning autom

atic irrigation system.

Supply the ow

ner with all instruction sheets, m

aintenance manuals, and parts sheets covering all of the operating and

electrical equipment installed on the job. Also furnish the ow

ner with keys to any locking item

s installed on the job.

Supply the irrigation designer w

ith a set of asbuilt plans clearly indicating GPS locations and any changes m

ade to the irrigation plans such as m

ain line routing, valve locations or any other field adjustments that w

ere necessary for a proper installation.

Warranty the irrigation system

for a period of one year after acceptance for workm

anship and material defects. The

irrigation system m

ust be properly maintained during this tim

e. This includes system adjustm

ents and replacement of

any damaged parts or broken pipe im

mediately upon discovery. The w

arranty becomes void in cases of vandalism

, fire, lightening strikes or ow

ner negligence. Any repair desired or required due to any of these unwarranted causes

will be at the ow

ner's expense.

IRR

IGA

TION

INSTA

LLATIO

N S

PEC

IFICA

TION

S

Irrigation contractor is responsible for verifying that the water source is capable of providing the gallons per m

inute of volum

e and pounds per square inch of pressure required for the irrigation system to function as designed prior to

comm

encing installation.

Coordinate the irrigation system

installation with the landscape contractor or landscaping plan to avoid conflicts

between irrigation heads, piping, etc. and palm

s and tree locations whenever possible.

All m

ain line pipe is to have a minim

um cover of 18" of backfill m

easured from the top of the pipe and all lateral lines

are to have a minim

um cover of 12" of backfill m

easured from the top of the pipe unless otherw

ise specified. Turns and term

ination in the main line shall be located utilizing at a m

inimum

a GPS W

ASS system

and documented on the

plans for future locating.

All backfill is to be fine grained and free from

stone, rock, etc. larger than 2" in diameter that m

ay damage or cut the

pipe. Take care not to damage or deform

the pipe when backfilling and com

pacting.

Assure that all cuts are m

ade squarely and that all pipes and fittings are clean and free from PV

C shavings and

debris prior to cementing. Be sure to fully engage all joints w

hen cementing.

Do not lay m

arking flags on any hardscape surface such as concrete sidewalks, brick pavers, etc. to avoid causing

rust stains. Rem

ove all flags upon conclusion of their usefulness and collect them for future use or properly dispose

of them. Irrigation contractor is responsible for the rem

oval or correction of any rust stains caused by the marking

flags.

Flush all pipes and body assemblies prior to sprinkler head installation. If installing nozzles or body assem

blies while

flushing under pressure, start at the heads nearest the valve and work tow

ard the end of the lateral run to force debris tow

ard the end. Flush only one zone at a time and allow

adequate time for the system

to flush prior to installing nozzles or body assem

blies. If the Irrigation Contractor is found to be flushing m

ultiple zones at a time or not allow

ing adequate tim

e for each zone to properly flush, all nozzles and body assemblies shall be rem

oved, flush caps reinstalled on spay heads and the entire system

will be required to be flushed again at the contractor's expense.

All "Tw

o Wire" system

s shall be voltage checked at the clock, splices, grounding modules and decoders and the

voltage shall be recorded on the plans for each item.

After installation, field adjust the entire system

to assure proper 100% head to head coverage and to m

inimize

overspray onto paved surfaces. Assure that all heads are a minim

um of 12" from

any building and that they are not directly spraying onto the building. Assure that all turf heads are a m

inimum

of 3" from the edge of sidew

alks, parking or any other hardscape area that m

ay require an edger for maintenance.

Utilizing at a m

inimum

a GP

S WA

SS system

, document all m

ajor irrigation component locations. These include

valves or valve clusters, any underground sensors, main line turns, w

ire splices, sleeves, and any other components

that might aid in future system

maintenance, repairs or m

odifications.

IRR

IGA

TION

MA

TER

IAL S

PEC

IFICA

TION

S

Irrigation contractor shall use the items specified in the m

aterial list or specifications for all bidding, ordering and installation. D

o not substitute items or change sizes of irrigation com

ponents or piping without prior w

ritten consent from

the irrigation designer. Unauthorized substitutions or under sizing of com

ponents or piping will constitute an

imm

ediate failure upon inspection and shall be replaced with the item

of the correct size or manufacturer at the

contractor's expense.

All m

aterial shall be installed according to manufacturer's specifications unless otherw

ise noted.

Securely install the specified controller in the location show

n on the irrigation plan or in a location coordinated with the

owner or their representative. The ow

ner is responsible for providing all necessary electrical for the controller.

All controllers shall be equipped w

ith a rain sensor device that will override the irrigation cycle of the system

when

adequate rainfall has occurred. This sensor shall be properly wired into the controller, in the on position, outside the

range of the irrigation system and m

ounted in an area to receive rainfall.

All controllers utilized in coordination w

ith a well m

ust be supplied with an accom

panying pump start relay and a

control box if single phase or a magnetic starter if three phase. The irrigation contractor shall coordinate the phasing,

voltage, disconnect location, amps, etc. w

ith the owner or their representative prior to ordering the pum

p. See well

and pump specifications in the m

aterial list to determine the diam

eter and type of the well and the horsepow

er and type of pum

p. The irrigation contractor is responsible for verifying that the specified well and pum

p is capable of providing the gallons per m

inute of volume and pounds per square inch of pressure required for the irrigation system

to function as designed prior to com

mencing installation.

All controllers utilized in coordination w

ith a continually pressurized water source such as a city w

ater meter m

ust be supplied w

ith an accompanying m

aster valve and appropriately sized backflow-preventer that adheres to all local

ordinances. The irrigation contractor is responsible for verifying that the water source is capable of providing the

gallons per minute of volum

e and pounds per square inch of pressure required for the irrigation system to function as

designed prior to comm

encing installation.

All valves are to be electric valves of the brand specified in the irrigation plan m

aterial list and shall be sized according to their location on the plan and their accom

panying key. All valves are to be installed in a m

inimum

12" X 18" green plastic valve box unless otherw

ise specified. The top of the box is to be flush with finished grade. All valve

clusters are to be installed with a capped stub out for ease of future expansion. N

umber each valve box according to

the valve number found on the irrigation plans. Each valve or valve cluster shall also be located utilizing at a

minim

um a G

PS W

ASS system

and documented on the plans for future locating.

All rem

ote valve control wire shall be 14-1 U

F direct burial wire for use w

ith 24 VAC applications. Place w

ire under pipes w

henever possible to help avoid accidental cutting. Com

mon w

ire is to be white. C

ontrol wire is to be red.

Run tw

o blue wires from

the controller to the farthest valve in each direction for spares.

All standard rem

ote control valve wire that utilizes a com

mon w

ire and multiple hot w

ires shall be spiced to the electric valves using D

BY or D

BR

splice kits of the appropriate size. All "Two-W

ire" valve wire shall be spliced to the

Decoders using D

BY-6 or DBR

-6 splice kits of the appropriate size.

Provide a m

inimum

of 24" expansion coils in the wire at every valve connection, at every sharp turn and at 100'

intervals along straight runs of wire.

All irrigation pipes and control w

ires passing under sidewalks, drives or other paved or hard surfaces shall be placed

in a schedule 40 PVC

sleeve.

All m

ain line pipe shall be schedule 40 PVC and all lateral pipes shall be class 160 PVC

unless specified differently in the irrigation plan m

aterial list.

All rotor heads are to be of the brand specified in the irrigation plan m

aterial list and the nozzle shall be sized and the head adjusted according to their location on the plan.

All spray heads are to be of the brand specified in the irrigation plan m

aterial list and their spray pattern and radius shall m

atch their location found on the plan.

All sprinkler heads shall be in a plum

b or vertical position as per their detail and all pop up sprinklers shall be affixed to sw

ing joints or funny pipe limited to a length of 18" unless otherw

ise noted.

IRR

IGA

TION

SLEEVE

SPE

CIFIC

ATIO

NS

Irrigation sleeves shall be schedule 40 PVC pipe. A

ll fittings shall be schedule 40.

All cuts to the irrigation sleeves shall be m

ade squarely and all connections between pipes shall be fully engaged to

eliminate any inconsistent gaps at fittings or bell end connections that can cause pipes passing through to catch.

Irrigation sleeves shall be installed a minim

um of 18" below

the paving they are passing under and shall extend 18" beyond the paving or as per code if m

ore stringent.

Irrigation sleeves shall be installed where show

n on the plans. If the irrigation sleeves cannot be installed where

shown on the plans, they shall be field adjusted. This adjustm

ent must still allow

access to the area the irrigation sleeves w

here intended to service. This adjustment shall be docum

ented on the plans for future locating of the irrigation sleeves and asbuilt preparation. Irrigation sleeves show

n directly adjacent to each other on the plans shall be placed in a single trench.

Irrigation sleeves shall be installed at the size shown on the plans. If no size is indicated on the plans, the irrigation

sleeve shall be a minim

um of tw

ice the diameter of the pipe passing through it. This w

ill allow for adequate room

in the irrigation sleeve for the pipe passing through it and any necessary control w

ires. If it is believed that the diameter

of the irrigation sleeve is not sufficient to allow all of the required control w

ires to pass through along with the piping,

an additional irrigation sleeve shall be added at a size sufficient for all necessary control wire to pass through.

The ends of the irrigation sleeves shall be marked w

ith pipe, boards, etc. prior to backfilling the trench for ease of future locating. The ends of the irrigation sleeves shall also be located utilizing at a m

inimum

a GPS

WA

SS system

and documented on the plans for future locating in the event the physical m

arker is removed or destroyed during site

work. The G

PS locations shall also be docum

ented on the asbuilts to aid in locating the irrigation sleeves at any point in the future.

435695-1-74-01

MA

INTEN

AN

CE

OF TR

AFFIC

GE

NE

RA

L SPEC

IFICA

TION

S

Contractor shall adhere to indexes 600, 611, 612, 613, 615, 616, 660 &

670 when preform

ing maintenance of traffic

operations.

Contractor is not relieved from

adhering to an index if it is not listed.

Contractor shall conform

to and adhere to all FDO

T rules, regulations, indexes and standards while preform

ing the w

ork and maintenance of traffic herein.

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

TEC

HIN

AL M

AINTEN

ANC

EP

LAN

SH

EET

NO

.

LD-5

TECH

INA

L MA

INTE

NA

NC

E PLAN

00

00

00

JANFEB

2M

ARA

PR2

MAY

JUN

4JU

LA

UG

4S

EPO

CT

NO

VD

EC2

42

34

56

78

910

1112

131

11

11

12

44

44

2

90 DA

Y ESTA

BLISH

MEN

T PER

IOD

WEE

KLY CYC

LEC

ITY OF A

VON

PAR

K C

OM

MITM

ENT O

N Y

EAR

LY CYC

LEM

AINTEN

ANC

E O

PER

ATIO

N

1 1W

EEK / M

ON

THM

OW

ING

MO

WIN

G SH

ALL BE A

CC

OM

PLISH

ED

AT LEAST B

I-WE

EKLY

DU

RIN

G TH

E ESTA

BLISHM

ENT

PER

IOD

IF NEE

DED

.TH

E C

ITY SHALL M

OW

TUR

F AR

EAS

WITH

IN PR

OJEC

T AREA

ON

A BI-WEEKLY

BA

SIS

DU

RIN

G TH

E G

RO

WIN

G S

EA

SO

N (APR

IL THR

OU

GH

OC

TOBER

), AND

M

ON

THLY

DU

RIN

G TH

E C

OO

L SE

AS

ON

(NO

VEMBER

THR

OU

GH

MAR

CH

) OR

AS N

EED

ED

. TUR

F SH

ALL B

E MA

INTA

INED

AT A H

EIG

HT O

F 4".

22

44

24

11

11

11

24

44

42

1E

DG

ING

AND

TRIM

MIN

GTR

IMM

ING

OF C

UR

BS A

ND

SID

EWALKS

SH

ALL B

E CO

MP

LETE

D AT EAC

H

MO

WIN

G.

32

21

11

32

21

11

3W

ATERIN

GC

ITY TO W

ATER A

S NE

EDED

AFTER

ESTAB

LISHM

EN

T PER

IOD

AND

FINAL

AC

CEP

TAN

CE O

F PR

OJE

CT U

SING

IRR

IGATIO

N SYSTEM

.

THE

AM

OU

NT O

F WATER

WILL BE

AD

JUS

TED

SEAS

ON

ALLY.

WATER

ING

TO B

E PER

FOR

ME

D EA

CH

WEE

K DU

RIN

G P

ERIO

D O

F E

STABLISH

ME

NT A

T FREQ

UE

NC

IES IN

DIC

ATE

D AB

OV

E. WA

TER

TO BE SU

PPLIED

BY IR

RIG

AITO

N S

YSTEM.

22

22

22

11

11

11

22

22

22

WEE

DIN

G, H

ER

BIC

IDE AP

PLICATIO

N

AN

D JAN

ITOR

IALB

I-WE

EKLY

WEE

DIN

G B

Y HA

ND

OR

CH

EMIC

AL APP

LICA

TION

. HER

BICID

ES SH

ALL B

E LIMITE

D TO

THE

USE

OF "R

OU

ND

UP" A

PPLIED

AT TH

E REATE O

F 112 O

Z. PER

GALLO

N U

ND

ER

THE SU

PER

VIS

ION

OF A

LICEN

SED

APPLIC

ATOR

. LITTER

SHALL

BE R

EM

OVE

D AT TH

E FR

EQ

UEN

CY

IND

ICATED

ABOVE.

IND

IVID

UA

L TREE

RIN

GS

AN

D LITTE

R R

EM

OVA

L DU

RIN

G W

EEKS

IND

ICATED

A

BOVE.

PR

UN

ING

AS N

EED

ED TO

RE

MO

VE D

EAD

AND

DA

MA

GE

D FR

ON

DS

DU

E TO

HA

ND

LING

AND

IN

STA

LLATION

OP

ERATIO

NS

. MU

ST M

AIN

TAIN

FLOR

IDA

GR

AD

E #1 FO

RM

.P

RU

NIN

G TO

BE A

CC

OM

PLISH

ED

, AS N

EED

ED, U

SIN

G H

AN

D S

AWS, LO

PPIN

G

SH

EAR

S OR

HAN

D PR

UN

ERS TO

MAIN

TAIN N

ATU

RA

L FOR

M A

ND

CH

AR

ACTER

.

FERTILIZATIO

NP

LAN

TING

S TO

BE FER

TILIZED

WH

EN P

LAN

TED U

SING

A C

OM

PLETE SLOW

R

ELEASE

FERTILIZE

R. FE

RTILIZER

TO BE

UN

IFOR

MLY

AR

OU

ND

THE R

OO

T BALL.TU

RF IN

MEA

DIAN

S TO B

E FER

TILIZED A

NN

UA

LLY BE TO

P D

RE

SSIN

G U

SING

B

RO

ADC

AST S

PREA

DE

R. 16-4-8 A

NA

LYSIS, P

ELLETIZE

D, S

LOW

RE

LEASE

FERTILIZE

R SH

ALL BE A

PPLIED

AT TH

E FOLLO

WIN

G R

ATE

S: TREE

S AND

PALMS:

2 LBS. / IN

CH

OF C

ALIPE

R, TU

RF: 1 LB. O

F NITR

OG

EN / 1000 SQ

.FT.

MU

LCH

ING

MU

LCH

ALL N

EWLY

INS

TALLED

PLA

NTIN

GS

WITH

IN 1 W

EEK

OF IN

STALLATIO

NR

EPLE

NISH

3" MU

LCH

LAYE

R O

NC

E P

ER Y

EAR

. RE

PLENIS

H AR

EAS TH

INN

ED

OR

D

ISTU

RB

ED (AS

NEE

DE

D) TH

RO

UG

HO

UT TH

E YEAR

TO M

AIN

TAIN

CO

VERAG

E.

435695-1-74-01

LAKE GLENADA ROAD

SOUTH WILBURN DRIVE

3465

3466

3467

3468

3469

3470

3471

3472

BEG

IN P

RO

JEC

TS

TA. NO

. 3465+00.00

1B&BPHO SYL

1B&BPHO SYL

1B&BPHO SYL

NE

W C

ONCRETE

NO

WO

RK

EX

CE

PTIO

& D

IRE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

LAND

SC

APE

PLAN

STA

. 3465+00.00 TO S

TA. 3472+00.00

SH

EET

NO

.

LD-6

1"=50'

435695-1-74-01

EAST COLLEGE DRIVE

BILL SACHSENMAIER MEMORIAL DRIVE

SIGNALIZED INTERSECTION

3472

3473

3474

3475

3476

34773478

3479

1B&BPHO SYL

NE

W C

ONCRETE

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-7

LAND

SC

APE

PLAN

STA

. 3472+00.00 TO S

TA. 3479+00.00

1"=50'

435695-1-74-01

34793480

34813482

34833484

34853486

125 galLAG IND

125 galLAG IND

125 galLAG IND

125 galLAG IND

125 galLAG IND

125 galLAG IND

5BRSAB S18

6BRSAB S18

6BRSAB S18

6BRSAB S18

6BRSAB S18

6BRSAB S18

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-8

LAND

SC

APE

PLAN

STA

. 3479+00.00 TO S

TA. 3486+00.00

1"=50'

435695-1-74-01

364' + 136' = 528' Cumulative Viewing Zone

1000' Continuous Viewing Zone

WEST MARTIN ROAD

34863487

34883489

34903491

34923493

BILLB

OAR

DS

1B&BPHO SYL

125 galLAG IND

125 galLAG IND

125 galLAG IND

6BRSAB S18

6BRSAB S18

6BRSAB S18

NE

W C

ONCRETE

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-9

LAND

SC

APE

PLAN

STA

. 3486+00.00 TO S

TA. 3493+00.00

1"=50'

435695-1-74-01

DRIVEWAY

DRIVEWAY

34933494

34953496

34973498

34993500

1B&BPHO SYL

1B&BPHO SYL

1B&BPHO SYL

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-10

LAND

SC

APE

PLAN

STA

. 3493+00.00 TO S

TA. 3500+00.00

1"=50'

435695-1-74-01

MARBLE AVENUE GRANITE AVENUE

DRIVEWAY

DRIVEWAY

35003501

35023503

35043505

35063507

NE

W C

ONCRETE

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-11

LAND

SC

APE

PLAN

STA

. 3500+00.00 TO S

TA. 3507+00.00

1"=50'

435695-1-74-01

DRIVEWAY

BILLY MAR

TIN ROAD

35073508

35093510

35113512

35133514

NE

W C

ONCRETE

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-12

LAND

SC

APE

PLAN

STA

. 3507+00.00 TO S

TA. 3514+00.00

1"=50'

435695-1-74-01

BILLY MARTIN RO

AD

WEST GLORIA STREET

1000' Continuous Viewing Zone

535' Continuous Viewing Zone

35143515

35163517

35183519

35203521

DO

UB

LE S

IDE

D BILLBO

ARD

1B&BPHO SYL

1B&BPHO SYL

1B&BPHO SYL

1B&BPHO SYL

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-13

LAND

SC

APE

PLAN

STA

. 3514+00.00 TO S

TA. 3521+00.00

1"=50'

435695-1-74-01

DRIVEWAY

35213522

35233524

35253526

35273528

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-14

LAND

SC

APE

PLAN

STA

. 3521+00.00 TO S

TA. 3528+00.00

1"=50'

435695-1-74-01

WEST HAL MCRAE BOULEVARD

WEST HAL MCRAE BOULEVARDSIGNALIZED

INTERSECTION

35283529

EN

D P

RO

JECT

STA. N

O. 3529+00.00

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

K TO

TAKE PLAC

E ON

O

ULD

ER

S WITH

O

N O

F WATER

TAPS E

CTIO

NAL BO

RES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-15

LAND

SC

APE

PLAN

STA

. 3528+00.00 TO S

TA. 3529+00.00

1"=50'

435695-1-74-01

LAKE GLENADA ROAD

SOUTH WILBURN DRIVE

3465

3466

3467

3468

3469

3470

3471

3472

BEG

IN P

RO

JEC

TS

TA. NO

. 3465+00.00

13.00N

EW

CO

NCRETE

NO

WO

RK

EX

CE

PTIO

& D

IRE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

IRR

IGATIO

N PLAN

STA

. 3465+00.00 TO S

TA. 3472+00.00

SH

EET

NO

.

LD-16

1"=50'

435695-1-74-01

EAST COLLEGE DRIVE

BILL SACHSENMAIER MEMORIAL DRIVE

SIGNALIZED INTERSECTION

3472

3473

3474

3475

3476

34773478

3479

NE

W C

ONCRETE

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-17

IRR

IGATIO

N PLAN

STA

. 3472+00.00 TO S

TA. 3479+00.00

1"=50'

435695-1-74-01

34793480

34813482

34833484

34853486

14.02

14.03

14.04

14.05

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-18

IRR

IGATIO

N PLAN

STA

. 3479+00.00 TO S

TA. 3486+00.00

1"=50'

435695-1-74-01

364' + 136' = 528' Cumulative Viewing Zone

1000' Continuous Viewing Zone

WEST MARTIN ROAD

34863487

34883489

34903491

34923493

BILLB

OAR

DS

NE

W C

ONCRETE

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-19

IRR

IGATIO

N PLAN

STA

. 3486+00.00 TO S

TA. 3493+00.00

1"=50'

435695-1-74-01

DRIVEWAY

DRIVEWAY

34933494

34953496

34973498

34993500

3.006

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-20

IRR

IGATIO

N PLAN

STA

. 3493+00.00 TO S

TA. 3500+00.00

1"=50'

435695-1-74-01

MARBLE AVENUE GRANITE AVENUE

DRIVEWAY

DRIVEWAY

35003501

35023503

35043505

35063507

NE

W C

ONCRETE

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-21

IRR

IGATIO

N PLAN

STA

. 3500+00.00 TO S

TA. 3507+00.00

1"=50'

435695-1-74-01

DRIVEWAY

BILLY MAR

TIN ROAD

35073508

35093510

35113512

35133514

NE

W C

ONCRETE

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-22

IRR

IGATIO

N PLAN

STA

. 3507+00.00 TO S

TA. 3514+00.00

1"=50'

435695-1-74-01

BILLY MARTIN RO

AD

WEST GLORIA STREET

1000' Continuous Viewing Zone

535' Continuous Viewing Zone

35143515

35163517

35183519

35203521

DO

UB

LE S

IDE

D BILLBO

ARD

4.007

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-23

IRR

IGATIO

N PLAN

STA

. 3514+00.00 TO S

TA. 3521+00.00

1"=50'

435695-1-74-01

DRIVEWAY

35213522

35233524

35253526

35273528

NE

W C

ONCRETE

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-24

IRR

IGATIO

N PLAN

STA

. 3521+00.00 TO S

TA. 3528+00.00

1"=50'

435695-1-74-01

WEST HAL MCRAE BOULEVARD

WEST HAL MCRAE BOULEVARDSIGNALIZED

INTERSECTION

35283529

EN

D P

RO

JECT

STA. N

O. 3529+00.00

NO

WO

RK

TO TA

KE PLACE O

N

SH

OU

LDE

RS W

ITH

EX

CE

PTIO

N O

F WATER

TAPS &

DIR

EC

TION

AL BOR

ES

K TO

TAKE PLAC

E ON

O

ULD

ER

S WITH

O

N O

F WATER

TAPS E

CTIO

NAL BO

RES

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-25

IRR

IGATIO

N PLAN

STA

. 3528+00.00 TO S

TA. 3529+00.00

1"=50'

435695-1-74-01

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-26

DETA

ILS

GEN

ERAL N

OTES:

1. All dim

ensions 6" and less are exaggerated for illustrative purposes only.2. P

lant containers shall be removed prior to planting. If plants are not container grow

n, remove a m

inimum

of the top 1/3 of burlap, fabric, or wire m

esh. Never lift or

handle the tree by the trunk.3. The upperm

ost root on all trees shall be covered by less than 1" of soil. Use hand tools to carefully rem

ove all excess soil. The top of root ball shall be set 1"-2"above finish grade and set plum

b to the horizon. If planting pit is too deep, remove the tree and firm

ly pack additional soil in the bottom of the planting pit to raise

the rootball. After positioning the tree in the planting pit, slice through rootballs w

ith 3 or 4 vertical slices (top to bottom) equally distributed around the tree.

4. Backfill shall be loosened existing soil. R

emove rocks, sticks, or other deleterious m

aterial greater than 1" in any direction prior to backfilling. Water and tam

p torem

ove air pockets. If existing soils contain excessive sand, clay, or other material not conducive to proper plant grow

th, contact Engineer prior to planting.5. S

oil rings shall be constructed of existing soil at the outer edge of the planting pit, with a height of 3" and gently sloping sides. D

o not pile soil on top of rootball.6. M

ulch shall be a 3" deep layer placed to the edge of the trunk flare, around the base of shrub, or solidly around groundcover. Never pile m

ulch against the tree trunk.7. S

traps shall be minim

um 1" w

ide nylon or polypropylene. All w

ood stakes or anchors shall be located beyond the edge of soil ring and located below finished grade,

unless otherwise specified.

8. Sabal P

alms m

ay be hurricane cut. All other palm

s must have fronds tied w

ith biodegradable twine. Palm

trunks shall have no burn marks, scars, or sanding.

9. All dim

ensions provided for wood m

aterials are nominal.

10. When a perm

anent, subsurface, or drip irrigation system is provided, a soil ring is not required. M

ulch to edge of planting pit.11. A

lternate tree bracing and guying systems approved by the E

ngineer may be used in lieu of the tree bracing and guying m

ethods detailed on the Index.A

lternate tree protection systems approved by the E

ngineer may be used in lieu of the tree protection barricade detailed on the index.

12. Rem

ove aboveground guying systems at the end of the establishm

ent period.

435695-1-74-01

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-27

DETA

ILS

1

4

5

632 8409.16-23

2332 8409.76-87

435695-1-74-01

DATE

DES

CR

IPTIO

ND

ATED

ESC

RIP

TION

REV

ISIO

NS

STA

TE O

F FLOR

IDA

DEP

ARTM

ENT O

F TRA

NS

POR

TATION

RO

AD

NO

.C

OU

NTY

FINAN

CIAL P

RO

J. ID25

HIG

HLAN

DS

SH

EET

NO

.

LD-28

SIG

NA

TUR

E SHEET

435695-1-74-01

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