2024-07-25_Zephyrhills_5th_Avenue_Streetscape_Pasco_County_Submittal_2_(2).pdf

PDF 18 MB Posted Jul 29, 2024

Attached to: Onsite Clinic Management Services for Employee Health Center
Solicitation number: 2024-007
Issued by: Polk County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The document is a comprehensive set of construction plans for the Zephyrhills Streetscape Improvements Project, prepared by BGE, Inc. for the Zephyrhills Community Redevelopment Agency in Pasco County, Florida. The project involves streetscape improvements along 5th Avenue (State Road 54) between 1st Street and Gall Boulevard, including a stormwater area between 2nd and 7th Streets, and 8th Street between 5th and 6th Avenues. The plans, dated July 25, 2024, include detailed landscape design, irrigation plans, site details, and street sign locations. The project encompasses landscape planting, irrigation systems, site furnishings, and street signage with multiple design options and specific requirements for plant materials, installation, and maintenance.

The construction documents provide extensive technical specifications for landscape installation, including detailed planting notes, irrigation schedules, and site-specific requirements. The landscape plan includes native and ornamental trees such as Drake Lacebark Elm, East Palatka Holly, and Dahoon Holly, with specific planting instructions for tree and shrub installation. The irrigation plans detail multiple design options with Hunter irrigation components, including pop-up sprayers, rotators, and control valves. The project appears to be funded through the Zephyrhills Community Redevelopment Agency, with a focus on enhancing the streetscape aesthetic and functionality. The plans indicate careful consideration of existing infrastructure, with requirements for contractors to verify field conditions and coordinate with local utilities and city authorities during implementation.

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7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

L0.00

C O

CITY OF ZEPHYRHILLS STREETSCAPES

CONSTRUCTION DRAWINGS

5th Avenue (SR54 between 1st St. & Gall Blvd.)

1st Street Stormwater Area (between 2nd St. & 7th Ave.)

8th Street (between 5th & 6th Avenues) Zephyrhills, FL

NOTES SHEET INDEXPROJECT TEAM

CLIENT

CITY OF ZEPHYRHILLS

COMMUNITY REDEVELOPMENT AGENCY

GAIL HAMILTON, DIRECTOR

5335 8th STREET

ZEPHYRHILLS, FL 33542

PH: 813-780-0202

GHAMILTON@CI.ZEPHYRHILLS.FL.US

LANDSCAPE ARCHITECT

NICOLE YOUNG, PLA

FL LICENSE NO. LA6667678

BGE, INC.

401 N. CATTLEMEN RD., SUITE 206

SARASTOA, FL 34232

PH: 941-208-2008

NYOUNG@BGEINC.COM

1. THE EXISTING CONDITIONS SHOWN ON THESE PLANS ARE BASED ON GIS SOURCES,

AERIAL PHOTOGRAPHY, FIELD OBSERVATIONS, AND HARD COPY AS-BUILT

RECORDS. THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS SHOWN ARE

APPROXIMATE AND ARE FOR REFERENCE ONLY.

2. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD CONDITIONS PRIOR TO

BEGINNING ANY WORK FOR THIS PROJECT AND SHALL NOTIFY THE OWNER

IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED. THIS INCLUDES ANY

ITEM(S) WHERE THE ACTUAL FIELD CONDITIONS WILL CHANGE THE PROJECT

QUANTITIES AND/OR THE ANTICIPATED SCOPE OF WORK.

NOT INCLUDED IN THIS SET

7/25/2024

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CAL HT SPR CONT NATIVE REMARKS

CANOPY TREES

ED 6 Elaeocarpus decipiens Japanese Blueberry Tree --- 8` ht 3` spr 30 gal Full / Low-Branched, Cone, FTB

IE 6 Ilex x attenuata 'East Palatka' East Palatka Holly 2" cal 10` - 12` ht. 4` spr 45 gal X Standard, Clear Trunk

UD 6 Ulmus parvifolia 'Drake' Drake Lacebark Elm 4" cal 14` ht 6` spr B&B

ORNAMENTAL TREES

IN 27 Ilex cassine `Nativa` Nativa Dahoon Holly 3" cal 10` - 12` ht. 4` spr 45 gal X Clear Trunk, Tree Form, Standard

LT 11 Lagerstroemia indica `Tuscarora` Tuscarora Crape Myrtle 3" cal 10` - 12` ht. 4` spr 45 gal Standard, Clear Trunk

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME HT SPR SPACING CONT REMARKS

SHRUB AREAS

CEB 118 Carissa macrocarpa 'Emerald Blanket' Emerald Blanket Natal Plum 12" ht 18" spr 36" oc 3 gal

CH2 32 Chrysobalanus icaco 'Horizontalis' Horizontal Coco Plum 14" ht 24" spr 48" oc 7 gal

DTV 117 Dianella tasmanica 'Variegata' Variegated Flax Lily 12" ht 12" spr 30" oc 3 gal Full

IDR 110 Ixora taiwanensis 'Red Dwarf' Red Dwarf Ixora 12" ht 12" spr 36" oc 3 gal

MCP 235 Muhlenbergia capillaris Pink Muhly Grass 24" ht 36" oc 3 gal

PMP 563 Podocarpus macrophyllus 'Pringles' Pringles Dwarf Yew Podocarpus 24" ht 12" spr 30" oc 7 gal

ZAM 110 Zamia floridana Florida Coontie 18" ht 12" spr 36" oc 3 gal Full, Matching

SYMBOL CODE QTY BOTANICAL NAME COMMON NAME HT SPR SPACING CONT NATIVE REMARKS

GROUND COVER

AGE 547 sf Arachis glabrata 'Ecoturf' Perennial Peanut --- Field Grown, Install as Mats based on square footage of planting area

TAA 333 Trachelospermum asiaticum `Asiatic` Asiatic Jasmine 6" ht 6" spr 18" oc 1 gal Full, 1 gallon min.

SOD

SOD4 12,553 sf Paspalum notatum 'Argentine' Argentine Bahiagrass ---

PLANT SCHEDULE - 5th AVENUE

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P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

L0.01

N O

TIO

N S

1. ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY. ALL

GENERAL NOTES AND GENERAL CONSTRUCTION NOTES FROM THE

OVERALL SITE CONSTRUCTION DRAWING SET APPLY.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY TAKE-OFFS AND

VERIFICATION OF MATERIALS AS SHOWN ON THESE PLANS AND IN

WRITTEN SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE

OWNER AND THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR

TO FINAL BIDDING OR INSTALLATION.

3. THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING AND

PROPOSED UNDERGROUND UTILITIES PRIOR TO THE INSTALLATION OF

ANY PLANT MATERIAL.

4. ALL LANDSCAPE MATERIALS SHALL CONFORM TO THE ACCEPTED

STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF

NURSERYMEN.

5. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE

FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS AS

PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND

CONSUMER SERVICES. UNLESS SPECIFICALLY NOTED, ALL PLANTS

SHALL CONFORM TO THE FLORIDA FANCY OR FLORIDA # 1 GRADE

STANDARDS.

6. PRIOR TO THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL

PROPERLY BACKFILL ALL PLANT MATERIAL THAT HAS BEEN PLACED IN

PREPARED HOLES; AND PROPERLY WATER AND MULCH ALL PREPARED

GROUNDCOVER, PERENNIAL AND ANNUAL BEDS

7. ALL TREES AND SHRUBS SHALL BE SOAKED WITH WATER AND MULCHED

IMMEDIATELY FOLLOWING INSTALLATION.

8. LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE ANY ON-SITE PLANT

STORAGE AREA.

9. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY

HAND PRIOR TO PLACEMENT AND BACK FILLING WITH PREPARED SOILS.

HAND TOOLS ARE NOT TO BE USED TO SCARIFY ROOT BALLS.

10. ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM

AROUND THE UPPER PARTS OF THE ROOT BALL. METAL BASKET WIRES

AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES

OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL

SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO

BACKFILLING.

11. ALL PLANTING AREAS SHALL BE EDGED WITH SMOOTH, CONTINUOUS

CURVES. PINE STRAW MULCH, IF SPECIFIED, SHALL BE ROLLED AND

TUCKED ALONG PLANT BED EDGE.

12. ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AS ILLUSTRATED IN

THE PLANTING DETAILS & PLANT LIST.

13. TREE STAKING AND GUYING, IF NECESSARY, SHALL BE PERFORMED

WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE

RESPONSIBLE FOR REMOVING ALL TREE STAKING MATERIAL AFTER THE

FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST.

14. B & B AS LISTED UNDER "ROOT" IN THE PLANT LIST INDICATES BALLED

AND BURLAPPED.

15. ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO

PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED.

16. ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO

THE LOCAL OR COUNTY JURISDICTIONAL AUTHORITY'S STANDARD

SPECIFICATIONS AND DETAILS.

17. ALL LANDSCAPE AREAS THAT ARE NOT PLANTED AND MULCHED OR

PAVED SHALL BE SODDED WITH THE TURFGRASS SPECIES LISTED ON

THE PLANTING PLAN.

18. TREE PROTECTION FENCE, IF REQUIRED, SHALL BE INSTALLED,

INSPECTED AND APPROVED PRIOR TO THE ISSUANCE OF ANY GRADING

OR OTHER PERMITS.

19. ALL LANDSCAPING SHALL BE MAINTAINED IN PERPETUITY BY THE CITY OF

ZEPHYRHILLS, OR CONTRACTED DESIGNEE.

20. REMOVAL OF EXISTING PLANT MATERIAL AS NOTED ON PLANS, SHALL

INCLUDE TREE STUMPS, SHRUBS, GRASS AND OTHER VEGETATION,

TOGETHER WITH THE BULK OF THE ROOTS. ALL SURFACE ROCKS,

STUMPS, ROOTS AND OTHER VEGETATION AND DEBRIS FROM WITHIN

THE LIMIT OF CONSTRUCTION SHALL BE DISPOSED OF LAWFULLY, OFF

OWNER'S PROPERTY. FILL DEPRESSIONS CAUSED BY CLEARING AND

GRUBBING OPERATIONS WITH SATISFACTORY SOIL MATERIAL TO A

DENSITY EQUAL TO ADJACENT ORIGINAL GROUND.

LANDSCAPE PLANTING NOTES

X X X

X X X X X X

XXXXXX

X X XX X X X X X X X

PUE

XFM

XS XS XS XS

X S

XS XS

XFM

MAILBOXES

X X

XXX

5th AVENUE

(STATE ROAD 54)

2n d

S T

3r d

S T

4t h

5t h

6t h

G al l B lv d

7t h

8t h

5th Ave

6th Ave

City Hall

1s t S

2n d

S T

7th Ave

L1.01 L2.01

L1.02 L2.02

L1.03 L2.03

L1.04 L2.04

L1.05 L1.06 L2.05

L1.07 L2.06

6th Ave

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7654321

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P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

L0.02

O V

A P

7/25/2024

PUEPUE

PUE

XFM

W WWWW

WWWW

XS XS

WWW

W W

M A

E L1

M A

E L1

5th AVENUE (SR 54)

2n d

RAISED EARTH FILL

BEHIND WALL FOR

PUBLIC ART PLACEMENT

IDR

EX. SIGN (TYP) EX. TREE TO

REMAIN (TYP)

EX. EDGE OF

PAVEMENT (TYP)

EX. LIGHT TO

REMAIN (TYP)

EX. HYDRANT (TYP)

EX.

SIDEWALK

(TYP)

SOD (TYP)

EXISTING PROPERTY

LINE (TYP)

EXISTING PROPERTY

LINE (TYP)

NOTE: DETAILS OF GATEWAY SIGNAGE

TO BE COORDINATED WITH ZEPHYRHILLS

SIGNAGE / BRANDING STANDARDS

FREESTANDING WALL WITH

LOGO AND BRANDING, SEE

DETAILS

FREESTANDING WALL

(NO LOGO OR

BRANDING), SEE DETAILS

PROPOSED RETAINING

WALL

CH2

PASCO COUNTY

20' CLEAR SIGHT

TRIANGLE (TYP)

CLEAR SIGHT

DISTANCE (TYP)

PUEPUE

XFM

X S

XS XS

XFM

X X

XXX

SYMBOL CODE COMMON NAME

CANOPY TREES

UD Drake Lacebark Elm

IE East Palatka Holly

ED Japanese Blueberry Tree

ORNAMENTAL TREES

IN Nativa Dahoon Holly

LT Tuscarora Crape Myrtle

SHRUB AREAS

CEB Emerald Blanket Natal Plum

ZAM Florida Coontie

CH2 Horizontal Coco Plum

MCP Pink Muhly Grass

PMP Pringles Dwarf Yew Podocarpus

IDR Red Dwarf Ixora

DTV Variegated Flax Lily

GROUND COVER

TAA Asiatic Jasmine

AGE Perennial Peanut

SOD

SOD4 Argentine Bahiagrass

PLANT LEGEND

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S C

A P

E I

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R O

V E

M E

N T

C O

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T R

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7654321

\P ro jec ts\ Ci tyo fZ ep hy rh ills

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P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

0 30' 60'15'

SCALE: 1" = 30'

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE

BASED ON GIS SOURCES, AERIAL PHOTOGRAPHY, FIELD

OBSERVATIONS, AND HARD COPY AS-BUILT RECORDS.

THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS

SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE

ONLY. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK FOR THIS

PROJECT AND SHALL NOTIFY THE OWNER IMMEDIATELY IF

ANY DISCREPANCIES ARE DISCOVERED. THIS WILL

INCLUDE ANY ITEM WHERE THE ACTUAL FIELD CONDITIONS

WILL CHANGE PROJECT QUANTITIES AND/OR THE

ANTICIPATED SCOPE OF WORK.

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

5t h

A V

L1.03L1.01 L1.02 L1.04

KEY MAP

SCALE: 1"=500'

L1.01

W W W W

W W W

WWWWWWWWWWWWWWWWWWWWWWWWW

W W

MAILBOXES

M A

E L1

M A

E L1

3r d

5th AVENUE (SR 54)

4t h

X X X

X X X X

PROVIDE ±12'W

TURFGRASS SOD PATH

THROUGH HEDGE

PROVIDE ±12'W

TURFGRASS SOD PATH

THROUGH HEDGE

±8'W PAVER PATH,

(2 locations this block), MATCH ADJACENT

SIDEWALK PAVERS &

PATTERN

M A

E L1

M A

E L1

PMP

ZAM

ZAM 27

ZAM

IDR

PMP

DTV

DTV 48

DTV

EXISTING TREE TO

REMAIN (TYP)

EX. LIGHT TO

REMAIN (TYP)

EXISTING TREE TO BE

REMOVED (TYP)

EXISTING TREE TO BE

REMOVED (TYP)

EX. BACK OF

CURB (TYP)

EX. SIDEWALK

(TYP)

EX. LIGHT TO

REMAIN (TYP)

EX. LIGHT TO

REMAIN (TYP)

EX. LIGHT TO

REMAIN (TYP)

SIDEWALK EX. PROPERTY

BOUNDARY (TYP)

EXISTING TREE TO

BE REMOVED (TYP)

EX. SIDEWALK

(TYP)

SOD (TYP) SOD (TYP)

SOD (TYP)28

CEB

EX. FIRE

HYDRANT

(TYP)

EX. LIGHT TO

REMAIN (TYP)

PASCO COUNTY

20' CLEAR SIGHT

TRIANGLE (TYP)

PASCO COUNTY

20' CLEAR SIGHT

TRIANGLE (TYP)

±35' O.C.

±50' O.C.

±50' O.C.±50' O.C.

IN 1

CLEAR SIGHT

DISTANCE (TYP)

CLEAR SIGHT

DISTANCE (TYP)

PUEPUE

XFM

X S

XS XS

XFM

X X

XXX

SYMBOL CODE COMMON NAME

CANOPY TREES

UD Drake Lacebark Elm

IE East Palatka Holly

ED Japanese Blueberry Tree

ORNAMENTAL TREES

IN Nativa Dahoon Holly

LT Tuscarora Crape Myrtle

SHRUB AREAS

CEB Emerald Blanket Natal Plum

ZAM Florida Coontie

CH2 Horizontal Coco Plum

MCP Pink Muhly Grass

PMP Pringles Dwarf Yew Podocarpus

IDR Red Dwarf Ixora

DTV Variegated Flax Lily

GROUND COVER

TAA Asiatic Jasmine

AGE Perennial Peanut

SOD

SOD4 Argentine Bahiagrass

PLANT LEGEND

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R O

V E

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7654321

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

1_ 5t h Av e

- L

ut : L1

P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

0 30' 60'15'

SCALE: 1" = 30'

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE

BASED ON GIS SOURCES, AERIAL PHOTOGRAPHY, FIELD

OBSERVATIONS, AND HARD COPY AS-BUILT RECORDS.

THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS

SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE

ONLY. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK FOR THIS

PROJECT AND SHALL NOTIFY THE OWNER IMMEDIATELY IF

ANY DISCREPANCIES ARE DISCOVERED. THIS WILL

INCLUDE ANY ITEM WHERE THE ACTUAL FIELD CONDITIONS

WILL CHANGE PROJECT QUANTITIES AND/OR THE

ANTICIPATED SCOPE OF WORK.

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

5t h

A V

L1.03L1.01 L1.02 L1.04

KEY MAP

SCALE: 1"=500'

L1.02

WWW

WWWWWWWWWWWWW

W W W W W W W W W

WWWWWWWWWWWWWWWWWWWWWWWWW

W W

5t h

6t h

5th AVENUE (SR 54)

X X

X X X X X

XXXXXX

X X XX X X X X X X X

M A

E L1

M A

E L1

M A

E L1

M A

E L1

98 sf

AGE

100 sf

AGE

98 sf

AGE

98 sf

AGE

MCP

PMP

TAA

EXISTING TREE TO

BE REMOVED (TYP)

EXISTING TREE TO BE

REMOVED (TYP)

EX. LIGHT TO

REMAIN (TYP)

EX. LIGHT TO

REMAIN (TYP)

EX. HYDRANT (TYP)

EX. SIDEWALK

(TYP)

EX. BACK OF

CURB (TYP)

EX. ON-STREET

PARKING (TYP)

EXISTING PROPERTY

BOUNDARY (TYP)

EXISTING PROPERTY

BOUNDARY (TYP)

SOD (TYP) SOD (TYP)

SOD (TYP)

PASCO COUNTY

20' CLEAR SIGHT

TRIANGLE (TYP)

±50' O.C.

CLEAR SIGHT

DISTANCE (TYP)

CLEAR SIGHT

DISTANCE (TYP)

PUEPUE

XFM

X S

XS XS

XFM

X X

XXX

SYMBOL CODE COMMON NAME

CANOPY TREES

UD Drake Lacebark Elm

IE East Palatka Holly

ED Japanese Blueberry Tree

ORNAMENTAL TREES

IN Nativa Dahoon Holly

LT Tuscarora Crape Myrtle

SHRUB AREAS

CEB Emerald Blanket Natal Plum

ZAM Florida Coontie

CH2 Horizontal Coco Plum

MCP Pink Muhly Grass

PMP Pringles Dwarf Yew Podocarpus

IDR Red Dwarf Ixora

DTV Variegated Flax Lily

GROUND COVER

TAA Asiatic Jasmine

AGE Perennial Peanut

SOD

SOD4 Argentine Bahiagrass

PLANT LEGEND

L1.02 L1.04

KEY MAP

SCALE: 1"=500'

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

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ut : L1

P lot te d:

S T

R E

E T

S C

A P

E I

M P

R O

V E

M E

N T

C O

N S

T R

U C

N P

7654321

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

1_ 5t h Av e

- L

ut : L1

P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

0 30' 60'15'

SCALE: 1" = 30'

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE

BASED ON GIS SOURCES, AERIAL PHOTOGRAPHY, FIELD

OBSERVATIONS, AND HARD COPY AS-BUILT RECORDS.

THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS

SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE

ONLY. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK FOR THIS

PROJECT AND SHALL NOTIFY THE OWNER IMMEDIATELY IF

ANY DISCREPANCIES ARE DISCOVERED. THIS WILL

INCLUDE ANY ITEM WHERE THE ACTUAL FIELD CONDITIONS

WILL CHANGE PROJECT QUANTITIES AND/OR THE

ANTICIPATED SCOPE OF WORK.

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

5t h

A V

L1.03L1.01

L1.03

WWWWWWWWWWWWW WWWWWWWWWWWWW

G A

(U S

5th AVENUE (SR 54)

M A

E L1

M A

E L1

56 sf

AGE

97 sf

AGE

MCP

TAA

TAA 62

TAA

EXISTING LIGHT TO

REMAIN (TYP)

EXISTING LIGHT TO

REMAIN (TYP)

EXISTING

SIGN (TYP)

EX. SIDEWALK

(TYP)

EX. BACK OF

CURB (TYP)

EX. ON-STREET

PARKING (TYP)

EXISTING PROPERTY

BOUNDARY (TYP)

FPLTR-2, PLANTER

COORDINATE PLACEMENT WITH ADJACENT

BUSINESS FRONTAGE (TYP); SEE INSET THIS

SHEET FOR PLANTING PLAN OPTIONS

FTGR-1, TREE GRATE

48" SQUARE (TYP);

QTY THIS SHEET: 5

FTGR-1, TREE GRATE

48" SQUARE

FPLTR-2, PLANTER

COORDINATE PLACEMENT WITH

ADJACENT BUSINESS FRONTAGE (TYP);

SEE INSET THIS SHEET FOR PLANTING PLAN

EX. SIGN

(TYP)

PASCO COUNTY

20' CLEAR SIGHT

TRIANGLE (TYP)

FTGR-1, TREE GRATE

48" SQUARE (TYP)

±20' O.C.

CLEAR SIGHT

DISTANCE (TYP)

PUEPUE

XFM

X S

XS XS

XFM

X X

XXX

SYMBOL CODE COMMON NAME

CANOPY TREES

UD Drake Lacebark Elm

IE East Palatka Holly

ED Japanese Blueberry Tree

ORNAMENTAL TREES

IN Nativa Dahoon Holly

LT Tuscarora Crape Myrtle

SHRUB AREAS

CEB Emerald Blanket Natal Plum

ZAM Florida Coontie

CH2 Horizontal Coco Plum

MCP Pink Muhly Grass

PMP Pringles Dwarf Yew Podocarpus

IDR Red Dwarf Ixora

DTV Variegated Flax Lily

GROUND COVER

TAA Asiatic Jasmine

AGE Perennial Peanut

SOD

SOD4 Argentine Bahiagrass

PLANT LEGEND

OPTION 2:

(Qty: 3) CONFEDERATE JASMINE

(Trachelospermum jasminoides 'Confederate');

18" O.C.

(Qty: 1) 'HAMELN' FOUNTAIN GRASS (Pennisetum alopecuroides 'Hameln')

1 GAL., 10" HT.

PLACE OFF-CENTER PER PLAN, APPROX. 12" FROM

EDGE OF PLANTER

OPTION 1:

(Qty: 3) DWARF FAKAHATCHEE GRASS

(Tripsacum dactyloides nana); 18'' O.C.

OPTION 3:

(Qty: 3) BANDANA PINK LANTANA

(Lantana camara 'Bant Pin09 PP#20,555);

1 GAL., 6" HT.; 15'' O.C.

(Qty: 8) AMARYLIS 'PINKOLO' BULBS;

BULB SIZE: 28/30 CM.; SCATTERED PLACEMENT

LANTANA

FOUNTAIN

GRASS

JASMINE

AMARYLIS

±12"

L1.02 L1.04

KEY MAP

SCALE: 1"=500'

L1.03L1.01

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

1_ 5t h Av e

- L

ut : L1

P lot te d:

S T

R E

E T

S C

A P

E I

M P

R O

V E

M E

N T

C O

N S

T R

U C

N P

7654321

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

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P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

0 30' 60'15'

SCALE: 1" = 30'

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE

BASED ON GIS SOURCES, AERIAL PHOTOGRAPHY, FIELD

OBSERVATIONS, AND HARD COPY AS-BUILT RECORDS.

THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS

SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE

ONLY. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK FOR THIS

PROJECT AND SHALL NOTIFY THE OWNER IMMEDIATELY IF

ANY DISCREPANCIES ARE DISCOVERED. THIS WILL

INCLUDE ANY ITEM WHERE THE ACTUAL FIELD CONDITIONS

WILL CHANGE PROJECT QUANTITIES AND/OR THE

ANTICIPATED SCOPE OF WORK.

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

5t h

A V

PLANTER OPTIONS

SCALE: 1"=1'

L1.04

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

Hunter PROS-06-PRS30-CV Adj Series Turf Spray, 30 psi regulated 6in. Pop-Up. With factory installed Drain Check Valve. Co-molded wiper seal with UV Resistant Material.

146 30

Hunter PROS-12-PRS30-CV Adj Series Shrub Spray, 30 psi regulated 12in. Pop-Up. With Factory Installed Drain Check Valve. Co-molded wiper seal with UV Resistant Material.

68 30

Hunter MP Strip PROS-06-PRS30-CV Turf Rotator, 6in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. LST=Ivory left strip, SST=Brown side strip, RST=Copper right strip.

191 30

Hunter MP Strip PROS-12-PRS30-CV Shrub Rotator, 12in. pop-up with factory installed check valve, pressure regulated to 30 psi, MP Rotator nozzle on PRS30 body. LST=Ivory left strip, SST=Brown side strip, RST=Copper right strip.

158 30

Hunter PCB Flood Bubbler, 1/2in. FIPT. 88 15

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Hunter ICV-G 1" 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter IBV 1" 1in., 1-1/2in., 2in., and 3in. Brass Electric Master Valve, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter NODE-BT-400 4-Station Bluetooth Controller, Outdoor, Battery Powered.

DC Latching Solenoid Ordered Separately.

Water Meter 1" 1

4 6 8 01 21 51 71

LST RSTSST

L S R

LST RSTSST

25 50 10 20

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE 5TH AVENUE

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

7 30

Hunter PCB Flood Bubbler, 1/2in. FIPT. 12 15

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Hunter ICV-G 1" 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter IBV 1" 1in., 1-1/2in., 2in., and 3in. Brass Electric Master Valve, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter NODE-BT-400 4-Station Bluetooth Controller, Outdoor, Battery Powered.

DC Latching Solenoid Ordered Separately.

Water Meter 1" 1

L S R

LST RSTSST

25 50 10 20

IRRIGATION SCHEDULE 8TH STREET

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

30 30

Hunter PCB Flood Bubbler, 1/2in. FIPT. 16 15

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

Hunter ICV-G 1" 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter IBV 1" 1in., 1-1/2in., 2in., and 3in. Brass Electric Master Valve, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter NODE-BT-400 4-Station Bluetooth Controller, Outdoor, Battery Powered.

DC Latching Solenoid Ordered Separately.

Water Meter 1" 1

L S R

LST RSTSST

25 50 10 20

IRRIGATION SCHEDULE SCM

Generated: 2024-05-22 09:38

P.O.C. NUMBER: M1

Water Source Information:

FLOW AVAILABLE

Water Meter Size: 1" Flow Available 19.62 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 40 PSI Elevation Change: 0.00 ft Service Line Size: 1" Length of Service Line: 5 ft Pressure Available: 40 PSI

DESIGN ANALYSIS

Maximum Station Flow: 3.8 GPM Flow Available at POC: 19.62 GPM Residual Flow Available: 15.82 GPM

Design Pressure: 30 PSI Friction Loss: 1.23 PSI Fittings Loss: 0.12 PSI Elevation Loss: 0 PSI Loss through Valve: 2.35 PSI Pressure Req. at Critical Station: 33.7 PSI Loss for Fittings: 0 PSI Loss for Main Line: 0.91 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 2.35 PSI Loss for Water Meter: 0.2 PSI Critical Station Pressure at POC: 37.2 PSI Pressure Available: 40 PSI Residual Pressure Available: 2.84 PSI

CRITICAL ANALYSIS

Generated: 2024-05-22 10:48

P.O.C. NUMBER: M2

Water Source Information:

FLOW AVAILABLE

Water Meter Size: 1" Flow Available 19.62 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 40 PSI Elevation Change: 0.00 ft Service Line Size: 1" Length of Service Line: 5 ft Pressure Available: 40 PSI

DESIGN ANALYSIS

Maximum Station Flow: 6.65 GPM Flow Available at POC: 19.62 GPM Residual Flow Available: 12.97 GPM

Design Pressure: 30 PSI Friction Loss: 3.06 PSI Fittings Loss: 0.31 PSI Elevation Loss: 0 PSI Loss through Valve: 2.67 PSI Pressure Req. at Critical Station: 36.0 PSI Loss for Fittings: 0 PSI Loss for Main Line: 0.7 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 2.67 PSI Loss for Water Meter: 0.37 PSI Critical Station Pressure at POC: 39.8 PSI Pressure Available: 40 PSI Residual Pressure Available: 0.24 PSI

CRITICAL ANALYSIS

Generated: 2024-05-22 09:03

P.O.C. NUMBER: M3

Water Source Information:

FLOW AVAILABLE

Water Meter Size: 1" Flow Available 19.62 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 40 PSI Elevation Change: 0.00 ft Service Line Size: 1" Length of Service Line: 5 ft Pressure Available: 40 PSI

DESIGN ANALYSIS

Maximum Station Flow: 10.51 GPM Flow Available at POC: 19.62 GPM Residual Flow Available: 9.11 GPM

Design Pressure: 30 PSI Friction Loss: 0.56 PSI Fittings Loss: 0.06 PSI Elevation Loss: 0 PSI Loss through Valve: 2.84 PSI Pressure Req. at Critical Station: 33.5 PSI Loss for Fittings: 0 PSI Loss for Main Line: 2.24 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 2.84 PSI Loss for Water Meter: 0.54 PSI Critical Station Pressure at POC: 39.1 PSI Pressure Available: 40 PSI Residual Pressure Available: 0.94 PSI

CRITICAL ANALYSIS

Generated: 2024-05-22 15:36

P.O.C. NUMBER: M4

Water Source Information:

FLOW AVAILABLE

Water Meter Size: 1" Flow Available 19.62 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 40 PSI Elevation Change: 0.00 ft Service Line Size: 1" Length of Service Line: 5 ft Pressure Available: 40 PSI

DESIGN ANALYSIS

Maximum Station Flow: 5.32 GPM Flow Available at POC: 19.62 GPM Residual Flow Available: 14.3 GPM

Design Pressure: 30 PSI Friction Loss: 3.12 PSI Fittings Loss: 0.31 PSI Elevation Loss: 0 PSI Loss through Valve: 2.53 PSI Pressure Req. at Critical Station: 36.0 PSI Loss for Fittings: 0 PSI Loss for Main Line: 1.02 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 2.53 PSI Loss for Water Meter: 0.23 PSI Critical Station Pressure at POC: 39.7 PSI Pressure Available: 40 PSI Residual Pressure Available: 0.25 PSI

CRITICAL ANALYSIS

Generated: 2024-05-22 15:38

P.O.C. NUMBER: M5

Water Source Information:

FLOW AVAILABLE

Water Meter Size: 1" Flow Available 19.62 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 40 PSI Elevation Change: 0.00 ft Service Line Size: 1" Length of Service Line: 5 ft Pressure Available: 40 PSI

DESIGN ANALYSIS

Maximum Station Flow: 3.04 GPM Flow Available at POC: 19.62 GPM Residual Flow Available: 16.58 GPM

Design Pressure: 30 PSI Friction Loss: 0.28 PSI Fittings Loss: 0.03 PSI Elevation Loss: 0 PSI Loss through Valve: 2.21 PSI Pressure Req. at Critical Station: 32.5 PSI Loss for Fittings: 0 PSI Loss for Main Line: 1.77 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 2.21 PSI Loss for Water Meter: 0.2 PSI Critical Station Pressure at POC: 36.7 PSI Pressure Available: 40 PSI Residual Pressure Available: 3.31 PSI

CRITICAL ANALYSIS

Generated: 2024-05-22 16:10

P.O.C. NUMBER: M6

Water Source Information:

FLOW AVAILABLE

Water Meter Size: 1" Flow Available 19.62 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 40 PSI Elevation Change: 0.00 ft Service Line Size: 1" Length of Service Line: 5 ft Pressure Available: 40 PSI

DESIGN ANALYSIS

Maximum Station Flow: 9.05 GPM Flow Available at POC: 19.62 GPM Residual Flow Available: 10.57 GPM

Design Pressure: 30 PSI Friction Loss: 0.85 PSI Fittings Loss: 0.08 PSI Elevation Loss: 0 PSI Loss through Valve: 2.7 PSI Pressure Req. at Critical Station: 33.6 PSI Loss for Fittings: 0 PSI Loss for Main Line: 3.23 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 2.7 PSI Loss for Water Meter: 0.4 PSI Critical Station Pressure at POC: 40.0 PSI Pressure Available: 40 PSI Residual Pressure Available: 0.04 PSI

CRITICAL ANALYSIS

Generated: 2024-05-23 13:39

P.O.C. NUMBER: M7 (8th STREET) Water Source Information:

FLOW AVAILABLE

Water Meter Size: 1" Flow Available 19.62 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 40 PSI Elevation Change: 0.00 ft Service Line Size: 1" Length of Service Line: 5 ft Pressure Available: 40 PSI

DESIGN ANALYSIS

Maximum Station Flow: 3 GPM Flow Available at POC: 19.62 GPM Residual Flow Available: 16.62 GPM

Design Pressure: 30 PSI Friction Loss: 0.28 PSI Fittings Loss: 0.03 PSI Elevation Loss: 0 PSI Loss through Valve: 2.16 PSI Pressure Req. at Critical Station: 32.5 PSI Loss for Fittings: 0 PSI Loss for Main Line: 0.11 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 2.16 PSI Loss for Water Meter: 0.2 PSI Critical Station Pressure at POC: 34.9 PSI Pressure Available: 40 PSI Residual Pressure Available: 5.06 PSI

CRITICAL ANALYSIS

Generated: 2024-05-23 14:32

P.O.C. NUMBER: M8 (SCM)

Water Source Information:

FLOW AVAILABLE

Water Meter Size: 1" Flow Available 19.62 GPM

PRESSURE AVAILABLE

Static Pressure at POC: 40 PSI Elevation Change: 0.00 ft Service Line Size: 1" Length of Service Line: 5 ft Pressure Available: 40 PSI

DESIGN ANALYSIS

Maximum Station Flow: 10.64 GPM Flow Available at POC: 19.62 GPM Residual Flow Available: 8.98 GPM

Pressure Req. at Critical Station: 36.3 PSI Loss for Fittings: 0 PSI Loss for Main Line: 0.2 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 0 PSI Loss for Master Valve: 3 PSI Loss for Water Meter: 0.76 PSI Critical Station Pressure at POC: 40.3 PSI Pressure Available: 40 PSI Residual Pressure Available: -0.28 PSI

CRITICAL ANALYSIS

L2.00

G A

N S

S A

N D

N O

LANDSCAPE IRRIGATION NOTES

1. TAKE NOTE OF THE CRITICAL ANALYSIS ON THIS SHEET,

SPECIFICALLY, THE PRESSURE (PSI) AND FLOW (GPM) USED FOR

THE IRRIGATION SYSTEM DESIGN. PRIOR TO BEGINNING ANY

WORK ON THE IRRIGATION SYSTEM, THE CONTRACTOR SHALL

VERIFY THAT THE PSI AND GPM USED IN THE DESIGN ARE

PROVIDED BY THE WATER SOURCE. IF EITHER OF THESE ARE NOT

MET BY ACTUAL FIELD CONDITIONS, NOTIFY THE OWNER

IMMEDIATELY, DESIGN CHANGES MAY BE NECESSARY TO

ACCOMMODATE LOWER PRESSURE AND/OR FLOW AVAILABLE.

2. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

APPLICABLE FEES AND PERMITS.

3. THE LOCATIONS OF ALL UTILITIES AND STORM WATER PIPING

SHOWN ON THIS PLAN ARE BASED ON DESIGN INFORMATION

AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY ACTUAL FIELD CONDITIONS,

INCLUDING THE LOCATION OF ALL UNDERGROUND UTILITIES,

PRIOR TO BEGINNING ANY WORK ON THIS SITE. THE

CONTRACTOR SHALL NOTIFY THE OWNER OF ANY

DISCREPANCIES BETWEEN THIS PLAN AND FIELD CONDITIONS

PRIOR TO COMMENCEMENT OF WORK.

4. THE CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL

CODES AND SHALL CLARIFY ANY DISCREPANCIES ON THE PLAN

PRIOR BIDDING/PRICING.

5. THE LAYOUT OF THE IRRIGATION PIPING, HEADS, VALVE

LOCATIONS ON THIS PLAN ARE SCHEMATIC AND SHOULD BE

ADJUSTED IN THE FIELD AS NECESSARY BASED ON ACTUAL FIELD

CONDITIONS. PIPING LOCATIONS ARE SHOWN FOR GRAPHIC

CLARITY- ALL COMPONENTS OF THE IRRIGATION SYSTEM SHALL

BE INSTALLED WITHIN THE PROPERTY BOUNDARIES AND

ADJACENT TO PLANT BEDS OR TURF AREAS.

6. THE CONTRACTOR SHOULD REROUTE PIPING AS NECESSARY TO

AVOID PLANT AND/OR TREE ROOTS.

7. ALL PIPE AND WIRE UNDER PAVING SHALL BE PLACED IN

SLEEVES FOR THE FULL PAVEMENT COVERAGE LENGTH.

8. ALL SOD SHALL BE WATERED WITH EITHER THE AUTOMATIC

IRRIGATION SYSTEM OR VIA WATER TRUCKS UNTIL ESTABLISHED.

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

2_ 5t h

-Ir rig at ion ut

: L2 .0

P lot te d:

S T

R E

E T

S C

A P

E I

M P

R O

V E

M E

N T

C O

N S

T R

U C

N P

7654321

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

2_ 5t h

-Ir rig at ion ut

: L2 .0

P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

0 30' 60'15'

SCALE: 1" = 30'

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE

BASED ON GIS SOURCES, AERIAL PHOTOGRAPHY, FIELD

OBSERVATIONS, AND HARD COPY AS-BUILT RECORDS.

THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS

SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE

ONLY. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK FOR THIS

PROJECT AND SHALL NOTIFY THE OWNER IMMEDIATELY IF

ANY DISCREPANCIES ARE DISCOVERED. THIS WILL

INCLUDE ANY ITEM WHERE THE ACTUAL FIELD CONDITIONS

WILL CHANGE PROJECT QUANTITIES AND/OR THE

ANTICIPATED SCOPE OF WORK.

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

CONTRACTOR SHALL DEMO EXISTING

IRRIGATION SYSTEM, AND DESIGN, FURNISH

AND INSTALL NEW IRRIGATION SYSTEM FOR

ALL LANDSCAPE WITHIN THE PROJECT AREA.

COORDINATE WITH OWNER AS NEEDED FOR

ACCESS AND AUTHORIZATIONS.

PUE

PUE XFM XFM

WWWWWWW

WWWWWW

XS XS XS

WWWWW

W W

RAISED EARTH FILL

BEHIND WALL FOR

PUBLIC ART PLACEMENT

NOTE: DETAILS OF GATEWAY SIGNAGE

TO BE COORDINATED WITH ZEPHYRHILLS

SIGNAGE / BRANDING STANDARDS

FREESTANDING WALL WITH

LOGO AND BRANDING, SEE

DETAILS

FREESTANDING WALL

(NO LOGO OR

BRANDING), SEE DETAILS

PROPOSED RETAINING

WALL

L S S S

34"

1.521"

CONTINUE ALIGNMENT OF

FENCE SEGMENT ACROSS THE

DRIVEWAY

PROPOSED

FENCE (TYP)

2n d

M A

E L2

M A

E L2

PROPOSED LANDSCAPE PLANTING

SEE LANDSCAPE PLANS FOR

DETAILS (TYP.)

PUE

PUE XFM XFM

X S

XS XS XS

XFM

MAIL

BOXES

X X

XXXX

CONTINUE ALIGNMENT OF

FENCE SEGMENT ACROSS THE

DRIVEWAY

PROPOSED

FENCE (TYP)

M A

E L2

M A

E L2

M A

E L2

M A

E L2

M A

E L2

M A

E L2

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Hunter PROS-06-PRS30-CV Adj Series Turf Spray, 30 psi regulated 6in. Pop-Up. With factory installed Drain Check Valve. Co-molded wiper seal with UV Resistant Material.

Hunter PROS-12-PRS30-CV Adj Series Shrub Spray, 30 psi regulated 12in. Pop-Up. With Factory Installed Drain Check Valve. Co-molded wiper seal with UV Resistant Material.

Hunter PCB Flood Bubbler, 1/2in. FIPT.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Hunter ICV-G 1" 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter IBV 1" 1in., 1-1/2in., 2in., and 3in. Brass Electric Master Valve, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter NODE-BT-400 4-Station Bluetooth Controller, Outdoor, Battery Powered.

DC Latching Solenoid Ordered Separately.

Water Meter 1"

4 6 8 01 21 51 71

LST RSTSST

L S R

LST RSTSST

25 50 10 20

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

L2.01

5t h

A V

G A

TIO

N 'A

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

2_ 5t h

-Ir rig at ion ut

: L2 .0

P lot te d:

S T

R E

E T

S C

A P

E I

M P

R O

V E

M E

N T

C O

N S

T R

U C

N P

7654321

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

2_ 5t h

-Ir rig at ion ut

: L2 .0

P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

0 30' 60'15'

SCALE: 1" = 30'

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE

BASED ON GIS SOURCES, AERIAL PHOTOGRAPHY, FIELD

OBSERVATIONS, AND HARD COPY AS-BUILT RECORDS.

THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS

SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE

ONLY. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK FOR THIS

PROJECT AND SHALL NOTIFY THE OWNER IMMEDIATELY IF

ANY DISCREPANCIES ARE DISCOVERED. THIS WILL

INCLUDE ANY ITEM WHERE THE ACTUAL FIELD CONDITIONS

WILL CHANGE PROJECT QUANTITIES AND/OR THE

ANTICIPATED SCOPE OF WORK.

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

L2.03L2.01 L2.02 L2.04

KEY MAP

SCALE: 1"=500'

W W

W W W W W W

W W W W

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

MAILBOXES

01 01

01 01 01 01 01

01 01 01 6

01 01

01 01 01 01 01

010101

8 8 6 6

RSSSSSSSL

L S L RSS SRS S S S S S S S S S L S S S S

SLLSSSSSSSSLLS S S S S S S S

LLLL SSSSSSSS SSSSSSSS

34" 34"

34"34" 34" 34" 34"

34" 34"

34"

34" 34"34"

34" 34"

34"

34"34"

34" 34"

34"

1" 34"

34"34"

34"

34" 34"

1" 1"

34"

1"34"

1" 34"

1" 34" 1"

34"

34" 34"

34"

34"34"

34"

1.141"

3.81"

1.521"

3.421"

2.661"

3.611"

3.041"

3.421"

3.231"

3.421"

31"

2.851"

6.651"

5.71"

31"

3.041"

3.511"

1.91"

5.031"

6.051"

1.91"

5.571"

1.521"

5.51"

7.991"

2.091"

9.051"

6.981"

7.141"

6.991"

6.981" 66

3.421"

3.231"

1 2 3

5th AVENUE (SR 54) 5th AVENUE (SR 54)

4t h

3r d

EX. SIDEWALK

(TYP)

EX. BACK OF

CURB (TYP)

M A

E L2

M A

E L2

M A

E L2

M A

E L2

PROPOSED LANDSCAPE PLANTING

SEE LANDSCAPE PLANS FOR

DETAILS (TYP.)

IRRIGATION COMPONENTS SHOWN OUTSIDE OF

THE PROJECT BOUNDARY FOR PLAN LEGIBILITY

ONLY. ALL COMPONENTS ARE TO BE INSTALLED

WITHIN THE PROJECT BOUNDARY (TYP.)

CONTROLLERS ARE PLACED SCHEMATICALLY,

COORDINATE WITH THE OWNER FOR EXACT

PLACEMENT IN THE FIELD (TYP.)

PUE

PUE XFM XFM

X S

W W

W W W W W W

W W

WWWWWWW

WWWWWW

W W W W W W W W W W

XS XS XS

XFM

W W

WWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWW

W W W W W W W W W W W W W W W W W

WWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

W W W W W W W W W W W W W W W

MAIL

BOXES

RAISED EARTH FILL

BEHIND WALL FOR

PUBLIC ART PLACEMENT

NOTE: DETAILS OF GATEWAY SIGNAGE

TO BE COORDINATED WITH ZEPHYRHILLS

SIGNAGE / BRANDING STANDARDS

FREESTANDING WALL WITH

LOGO AND BRANDING, SEE

DETAILS

FREESTANDING WALL

(NO LOGO OR

BRANDING), SEE DETAILS

PROPOSED RETAINING

WALL

CONTINUE ALIGNMENT OF

FENCE SEGMENT ACROSS THE

DRIVEWAY

PROPOSED

FENCE (TYP)

M A

E L2

M A

E L2

M A

E L2

M A

E L2

M A

E L2

M A

E L2

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Hunter PROS-06-PRS30-CV Adj Series Turf Spray, 30 psi regulated 6in. Pop-Up. With factory installed Drain Check Valve. Co-molded wiper seal with UV Resistant Material.

Hunter PROS-12-PRS30-CV Adj Series Shrub Spray, 30 psi regulated 12in. Pop-Up. With Factory Installed Drain Check Valve. Co-molded wiper seal with UV Resistant Material.

Hunter PCB Flood Bubbler, 1/2in. FIPT.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Hunter ICV-G 1" 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter IBV 1" 1in., 1-1/2in., 2in., and 3in. Brass Electric Master Valve, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter NODE-BT-400 4-Station Bluetooth Controller, Outdoor, Battery Powered.

DC Latching Solenoid Ordered Separately.

Water Meter 1"

4 6 8 01 21 51 71

LST RSTSST

L S R

LST RSTSST

25 50 10 20

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

L2.02

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

2_ 5t h

-Ir rig at ion ut

: L2 .0

P lot te d:

S T

R E

E T

S C

A P

E I

M P

R O

V E

M E

N T

C O

N S

T R

U C

N P

7654321

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

2_ 5t h

-Ir rig at ion ut

: L2 .0

P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

0 30' 60'15'

SCALE: 1" = 30'

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE

BASED ON GIS SOURCES, AERIAL PHOTOGRAPHY, FIELD

OBSERVATIONS, AND HARD COPY AS-BUILT RECORDS.

THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS

SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE

ONLY. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK FOR THIS

PROJECT AND SHALL NOTIFY THE OWNER IMMEDIATELY IF

ANY DISCREPANCIES ARE DISCOVERED. THIS WILL

INCLUDE ANY ITEM WHERE THE ACTUAL FIELD CONDITIONS

WILL CHANGE PROJECT QUANTITIES AND/OR THE

ANTICIPATED SCOPE OF WORK.

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

L2.03L2.01 L2.02 L2.04

KEY MAP

SCALE: 1"=500'

5t h

A V

G A

TIO

N 'B

PUE

PUE XFM XFM

X S

W W

W W W W W W

W W

WWWWWWW

WWWWWW

W W W W W W W W W W

XS XS XS

XFM

W W

WWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWW

W W W W W W W W W W W W W W W W W

WWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

W W W W W W W W W W W W W W W

MAIL

BOXES

X X

XXXX

CONTINUE ALIGNMENT OF

FENCE SEGMENT ACROSS THE

DRIVEWAY

PROPOSED

FENCE (TYP)

WWW

WWWWWWWWWWWWWWWWWWW

W W W W W W W W W W W W W W

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

L R L

S S S S S S S S S S S S L

LSSSSSSSSLLSSSSSSSSL

LLLLLLL

SSSSSSSSSSSSSSSSSS

34" 34"

34"

34"34"34"

34" 34"34"

34"

1" 34"

34"

1" 34"

34"

1" 34"1"1"34"34"

34"

34" 34"

34"1"

34"

1" 34"1"

34" 1"

34"34" 34" 1"

34" 1"

34"1"

114" 1"

114"1" 114"

34" 1"

34"

34" 1" 34" 1"

34"

3.421"

2.51"

3.421"

5.421"

4.361"

4.381"

5.661"

34" 34"

6.991"

3.51" 27

8.821"

8.861"

8.811"

10.51"

5.271" 32

5.261"

8.361"

34"

34"34"

2.51"

1.331"

2.661"

21"

3.421"

5.321"

4.181"

2.661"

2.281"

6 7 8 9

131415

5th AVENUE (SR 54)

6t h

5t h

EX. BACK OF

CURB (TYP)

EX. SIDEWALK

(TYP)

M A

E L2

M A

E L2

M A

E L2

M A

E L2

PROPOSED LANDSCAPE PLANTING

SEE LANDSCAPE PLANS FOR

DETAILS (TYP.)

IRRIGATION COMPONENTS SHOWN OUTSIDE OF

THE PROJECT BOUNDARY FOR PLAN LEGIBILITY

ONLY. ALL COMPONENTS ARE TO BE INSTALLED

WITHIN THE PROJECT BOUNDARY (TYP.)

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Hunter PROS-06-PRS30-CV Adj Series Turf Spray, 30 psi regulated 6in. Pop-Up. With factory installed Drain Check Valve. Co-molded wiper seal with UV Resistant Material.

Hunter PROS-12-PRS30-CV Adj Series Shrub Spray, 30 psi regulated 12in. Pop-Up. With Factory Installed Drain Check Valve. Co-molded wiper seal with UV Resistant Material.

Hunter PCB Flood Bubbler, 1/2in. FIPT.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION

Hunter ICV-G 1" 1in., 1-1/2in., 2in., and 3in. Plastic Electric Remote Control Valves, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter IBV 1" 1in., 1-1/2in., 2in., and 3in. Brass Electric Master Valve, Globe Configuration, with NPT Threaded Inlet/Outlet, for Commercial/Municipal Use.

Hunter NODE-BT-400 4-Station Bluetooth Controller, Outdoor, Battery Powered.

DC Latching Solenoid Ordered Separately.

Water Meter 1"

4 6 8 01 21 51 71

LST RSTSST

L S R

LST RSTSST

25 50 10 20

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

L2.03

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

2_ 5t h

-Ir rig at ion ut

: L2 .0

P lot te d:

S T

R E

E T

S C

A P

E I

M P

R O

V E

M E

N T

C O

N S

T R

U C

N P

7654321

\P ro jec ts\ Ci tyo fZ ep hy rh ills

-0

0- 5t h_ Av e_ St re et sc ap e_

-C

\0 3-

2_ 5t h

-Ir rig at ion ut

: L2 .0

P lot te d:

7654321

BGE, Inc.

401 N. Cattlemen Road, Suite 206

Sarasota, FL 34232 Tel: 941-208-2008 ▪ www.bgeinc.com

FL Registry No. 32116

Know what'sbelow.

before you dig.Call

0 30' 60'15'

SCALE: 1" = 30'

REVIEWED BY:

PROJECT NO.:

DRAWN BY:

DATE:

THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE

BASED ON GIS SOURCES, AERIAL PHOTOGRAPHY, FIELD

OBSERVATIONS, AND HARD COPY AS-BUILT RECORDS.

THEREFORE, THE LOCATION OF ALL EXISTING ELEMENTS

SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE

ONLY. THE CONTRACTOR MUST VERIFY THE ACTUAL FIELD

CONDITIONS PRIOR TO BEGINNING ANY WORK FOR THIS

PROJECT AND SHALL NOTIFY THE OWNER IMMEDIATELY IF

ANY DISCREPANCIES ARE DISCOVERED. THIS WILL

INCLUDE ANY ITEM WHERE THE ACTUAL FIELD CONDITIONS

WILL CHANGE PROJECT QUANTITIES AND/OR THE

ANTICIPATED SCOPE OF WORK.

LA 6667678N I C O L E M . Y O U N G

F LOR I DA

STATE

G I

ERED LANDSCAPE ARCH I T ECT

C O

M M

ITY

A G

JWW

NMY NMY

05/01/2024

12338-00

DRAWN BY:

DATE:

Pa sc o Co un ty

Co m m en ts 1s t R ev iew

L2.01 L2.02 L2.04

KEY MAP

SCALE: 1"=500'

L2.03

5t h

G A

TIO

N 'C

PUE

PUE XFM XFM

X S

W W

W W W W W W

W W

WWWWWWW

WWWWWW

W W W W W W W W W W

XS XS XS

XFM

W W

WWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWW

W W W W W W W W W W W W W W W W W

WWWWWWWWWWWWWWWWWWW

WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW

W W

W…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 27, 2025.