The_Grove_Dog_Park_BID_SET_01-15-2026_FPR-2023-008-GRPK.pdf

PDF 31 MB Posted Feb 5, 2026

Attached to: Dog Park at the Grove
Solicitation number: IFB26-0024
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · Feb 27, 2026

This is a project bid set for The Grove Dog Park, a construction project for the City of Orlando's Families, Parks & Recreation Department (Project No. FPR-2023-008-GRPK). The project involves the design and construction of a dog park facility located at 2002 Packing District Way, Orlando, Florida 32804, situated in District 5. The comprehensive bid set includes multiple technical drawings and specifications covering site plans, grading and drainage, stormwater pollution prevention plans, utility installation, hardscape design, landscape plans, and irrigation systems. The project encompasses two separate dog park areas (one for large dogs and one for small dogs), concrete paving, welded-wire mesh fencing with gates, two pavilions, water fountains, dog wash stations, waste receptacles, benches, picnic tables, and landscape plantings including trees, shrubs, and ground covers. Sealed responses for IFB26-0024 must be submitted electronically by 2:00 pm local time on Thursday, March 26, 2026. The project manager is Beth Gruber, RLA, and the landscape architect is Ruth C. Perry, PLA #1530, with civil engineering support from AVCON Consultants.

The bid set includes detailed specifications for all materials, construction methods, and installation requirements, including tree planting details, soil composition standards, mulching requirements, and irrigation system modifications. The landscape work requires all disturbed areas to be replaced with Bahia sod and includes a one-year guarantee on all trees and sod from the date of substantial completion, with replacement material guaranteed for an additional year. The project documents specify that the landscape contractor bears responsibility for maintenance until final project acceptance. Funding sources and contract pricing terms are not detailed in the construction documents provided, though the project reflects comprehensive planning across multiple disciplines including civil engineering, landscape architecture, and stormwater management, with coordination required among utilities, particularly Orlando Utilities Commission and water service connections.

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File	Type	Posted
Dog_Park_at_the_Grove.pdf	PDF	Feb 23, 2026
IFB26-0024_Dog_Park_at_the_Grove.pdf	PDF	Feb 19, 2026

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N.T.S

North

Princeton St

West New Hampshire

Stanhole W y

Don Mealey Wy

N O range Blossom

Trail

DESCRIPTION

INDEX OF DRAWINGS

SHEET No.

CITY OF ORLANDO

FAMILIES, PARKS & RECREATION DEPARTMENT

PROJECT NO: FPR-2023-008-GRPK

CITY COUNCIL OF ORLANDO

MAYOR BUDDY DYER

LOCATION MAP

DIRECTOR OF FAMILIES, PARKS AND RECREATION DEPARTMENT, LISA EARLY

PROJECT MANAGER, BETH GRUBER, RLA

JANUARY 2026

THE GROVE

COVER SHEET

GENERAL NOTES

STORMWATER POLLUTION PREVENTION PLAN

GRADING PLAN

C-001 C-002

C-100

DOG PARK

PROJECT SITE

DISTRICT 5

COMMISSIONER PATTY SHEEHANCOMMISSIONER JIM GRAY

COMMISSIONER TONY ORTIZ COMMISSIONER SHAN ROSE

DISTRICT 4DISTRICT 1

DISTRICT 2

DISTRICT 3

PREPARED BY :

COMMISSIONER ROBERT STUART

SITE DETAILS

C-401

C-003

C-101

C-301 C-302

HARDSCAPE PLAN

C-500

IRRIGATION PLAN

L-101

LANDSCAPE PLAN

C-501

DEMOLITION AND TREE PROTECTION PLAN

UTILITY PLAN

C-400

LANDSCAPE SCHEDULE & NOTES

C-502

COMMISSIONER BAKARI F. BURNS

DISTRICT 6

C-300 OVERALL SITE PLAN

618 E. South Street, Suite 700 Orlando, FL 32801 Phone: (407) 423-8398 Fax: (407) 843-1070 Contact:

Landscape architecture - Ruth Perry, PLA

Landscape Architecture

5555 E. Michigan Street, Suite 200 Orlando, FL 32822-2779 Phone: (407) 599-1122 Contact:

Vice President - Rick V. Baldocchi, P.E.

Civil Engineer

AVCONGAI Consultants

EXISTING CONDITIONSEC-100

STORMWATER POLLUTION PREVENTION DETAILS

STORMWATER POLLUTION PREVENTION PLAN

CONCRETE JOINT PLAN

GRADING DRAINAGE DETAILS

UTILITY DETAILS

FINISH SCHEDULE

L-102

L-200 L-201

IR-100

HARDSCAPE DETAILSL-103

LIM

O F

W O

LIM

O F

W O

NORTH

0 feet40

1" = 20'

20 60 80

Checked By:

Approved by:

Date:

SHEET NUMBER

Drawn By:

LANDSCAPE ARCHITECT

REVISIONS

NO. Date By Description

\\g ai co ns ul ta nt s.

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RUTH C. PERRY

PLA #1530

ISSUED FOR BID

EXISTING

CONDITIONS

EC-100

EXISTING PVC LINER LIMIT

NWL

NWLNWL

NWL

NWL NWL

NWL

L x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxxxxxxx x x x x x x

GRAPHIC SCALE IN FEET

100 200 400

SWPPP

C001

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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C on st ru ct io n Pl an \C

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

ISSUED FOR BID

01/15/2026

C002

SWPPP

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

1 12.01.25 DJ COMMENTS

CURB INLET SEDIMENT BARRIER

CURB INLET SEDIMENT BARRIERCURB INLET SEDIMENT BARRIER

CURB INLET SEDIMENT BARRIER

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

CURB INLET EROSION CONTROL DETAILS

TYPE IV SILT FENCE TYPE III SILT FENCE

C003

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

C003

SWPPP

DETAILS

GENERAL NOTES CONTRACTOR NOTES

GRADING AND DRAINAGE NOTES

EROSION CONTROL NOTES (AVCON, INC.)

PIPE TRENCH / BEDDING NOTES (AVCON, INC.)

UTILITY NOTES

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

C100

GENERAL

NOTES

North 0'

GRAPHIC SCALE IN FEET

20' 40' 80'

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

DEMO PLAN

C101

LEGEND

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x x x x x x x x x xxxxx

North 0'

10' 20' 40'

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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C on st ru ct io n Pl an \C

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Si te

P la n.

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

OVERALL

SITE PLAN

C300

LEGEND

1 12.01.25 DJ COMMENTS

North 0'

05' 10' 20'

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

CONCRETE

JOINT PLAN

C301

SLAB DETAIL

RAISED CONCRETE / GRASS TURF INTERFACE DETAIL

CONTRACTION JOINT DETAIL

EXPANSION JOINT DETAIL

57 STONE AREA DETAIL

FENCE/FENCE POST DETAIL6

PAVILLION FOUNDATION DETAIL7

GATE DETAILS8

FENCE POST WITH BASE PLATE ON CONCRETE9

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

SITE

DETAILS

C302

TB-1

TB-2

TB-3

CROSS SECTION B-B

CROSS SECTION C-C

North 0'

GRAPHIC SCALE IN FEET

10' 20' 40'

LEGEND

KEYNOTES:

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

GRADING &

DRAINAGE

PLAN

C400

1 12.01.25 DJ COMMENTS

BEDDING AND TRENCHING DETAIL

REV C7001-110-421DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A

3130 VERONA AVE

BUFORD, GA 30518

PHN (770) 932-2443

FAX (770) 932-2490

www.nyloplast-us.com

12 IN -30 IN DOME LOCKING GRATE ASSEMBLY

TITLE

PROJECT NO./NAME

MATERIAL

DATE

APPD BY

3-11-11DATE

EBCDRAWN BY

3-11-11

EBC

THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH

NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT

OR POSSESSION OF THIS PRINT DOES NOT CONFER,

TRANSFER, OR LICENSE THE USE OF THE DESIGN OR

TECHNICAL INFORMATION SHOWN HEREIN

REPRODUCTION OF THIS PRINT OR ANY INFORMATION

CONTAINED HEREIN, OR MANUFACTURE OF ANY

ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS

IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN

PERMISSION FROM NYLOPLAST.

WALL MOUNT SHOULD

BE INSTALLED 1.38 - 2.00

BELOW THE STRUCTURE TOP

CUTOUT DETAIL

STAINLESS STEEL ADJUSTABLE LOCKING MECHANISM AVAILABLE

FOR 12" - 30" DOME GRATES (PART # 1230DOMELOCK).

CLEANOUT DETAIL

NDS, INC.

851 NORTH HARVARD AVE.

LINDSAY, CA 93247

TOLL FREE: 1-800-726-1994

PHONE: (559) 562-9888

FAX: (559) 562-4488

www.ndspro.com

REVISION DATE 3-5-2015

NOTES:

1. MUST BE INSTALLED 10' AWAY FROM STRUCTUREOR FOUNDATION.

2. FWAS24 KIT DOES NOT COME WITH FWPB24 BTM.

3. REFERENCE FLO-WELL CALCULATOR ON NDSPRO.COM

4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

5. DO NOT SCALE DRAWING.

6. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN

PROFESSIONALS FOR PLANNING PURPOSES ONLY.

7. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED

BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

FLO-WELL INSTALLATION DETAIL - LOAD CLASS "A" & "B" - GRAVEL INSTALLATION DETAIL

FLO-WELL DRY WELL SYSTEM AT DRINKING FOUNTAIN

FWAS24C 24" DIA. FLOW WELL COVER.

4" SCH 40 COUPLING

4" NDS GRATES OR APPLICABLE

IN LINE LOW PROFILE ADAPTERS.

4" SCH 40 PIPE CUT TO LENGTH PER

DEPTH OF FLO-WELL

FWFF67 POROUS FILTER

FABRIC WRAP.

1" DIA. PERCOLATION HOLE

KNOCK OUTS SCORE AND

KNOCK OUT ALL HOLES

BEFORE WRAPPING THE

FLOW WELL WITH

LANDSCAPE FABRIC.

3/4" TO 1 1/2" CLEAN GRAVEL

BACKFILL RECOMMENDED.

FWSPS3 (3) FLOW WELL SIDE PANELS.

FWBP24 24" DIA. FLOW WELL BOTTOM.

4" DIA. DRAINAGE CONNECTION

HOLES. UTILIZE HOLES AS NEEDED

FOR INLETS AND OUTLETS.

FINISHED GRADE

8" M

3'- 2"

6" M

1'-0" MIN.

(OR APPROVED EQUAL)

4" PVC INLET W/0.4% MIN. SLOPE.

FROM WATER FOUNTAIN

TRENCHING DETAIL

(OR APPROVED EQUAL)

GEOGRID DETAIL

(OR APPROVED EQUAL)

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

GRADING &

DRAINAGE

DETAILS

C401

North 0'

GRAPHIC SCALE IN FEET

10' 20' 40'

NOTES:

TYPICAL PIPE BENDS

LEGEND

Pressurized Utility Crossing Detail N.T.S.

Non-Pressurized Utility Crossing Detail N.T.S.

UTILITY

PLAN

C500

Date:

SHEET NUMBER

Drawn By:

REVISIONS

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FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

1 12.01.25 DJ COMMENTS

UTILITY

DETAILS

C501

Date:

SHEET NUMBER

Drawn By:

REVISIONS

NO. Date By Description

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FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

GENERAL SPECIFICATIONS

GENERAL MATERIAL SPECIFICATIONS

SERVICE LINE DETAILS

TYPICAL 1" LONG SERVICE

TYPICAL 2" NEW LONG SERVICE

RESTRAINED JOINT STANDARDS

CONTACT O.U.C. FOR SPECIAL RESTRAINT DETAILS FOR WORK ON EXISTING PIPING.

TYPICAL 2" NEW SHORT SERVICE

MAXIMUM ALLOWABLE LEAKAGE

DIRECT TAP

SERVICE CLAMP

TAPPING FOR 1" CORP. STOP, & 2" GATE VALVE

BLOW OFF DETAILS

INLINE VALVE RESTRAINT

PVC PIPE DETAIL

FIRE HYDRANT ASSEMBLY

TYPICAL 1" SHORT SERVICE

TYPICAL 1" SERVICE LOCATION (SHORT OR LONG)

SERVICE LINE NOTES

ORLANDO UTILITIES COMMISSION

WATER BUSINESS UNIT

REDUCED PRESSURE ZONE

HOSE BIB

MOST DEPENDABLE

FOUNTAINS, INC.

MOST DEPENDABLE FOUNTAINS, INC.

5705 COMMANDER DR. P.O. BOX 587

ARLINGTON, TN 38002-0587

PHONE: (901) 867-0039

www.mostdependable.com

6" 4"

LFN-9 IN LINE

VACUUM

BREAKER

1/2" MIP

BOLT CENTERED

UNDER METERED

VALVE

ACCESS DOOR (ON

OPPOSITE SIDE)

OPTIONAL

TEMPLATE

8" PIPE

HOSE ADAPTER

METERED VALVE - WILL

RUN 30 TO 45 SECONDS

THIS BOLT IS CENTERED

UNDER THE HOSE

CONNECTION

HOSE HOOK

MODEL 505 SMSS RISE STATION

UTILITY

C502

Date:

SHEET NUMBER

Drawn By:

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NO. Date By Description

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ENGINEER OF RECORD

RICK V. BALDOCCHI, P.E.

FL P.E. #38092

RVB

RVB/RJS

RVB

SHEET TITLE

Date:

SHEET NUMBER

Drawn By:

LANDSCAPE ARCHITECT

REVISIONS

NO. Date By Description

\\g ai co ns ul ta nt s.

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RUTH C. PERRY

PLA #1530

ISSUED FOR BID

WASTE RECEPTACLE

SF2

ACCESIBLE PICNIC TABLE

SF3

WATER FOUNTAIN

SF4

BENCH

SF1

DOG WASH STATION

SF5

FINISH

SCHEDULE

L-101

PAVILION

NOTE:

PAVILION WILL BE SUBMITTED FOR BUILDING PERMIT BY

MANUFACTURES' REPRESENTATIVE PRIOR TO CONSTRUCTION

CITY COMMENTS12/01/25 RP

LIM

O F

W O

LIM

O F

W O

LIM

O F

W O

LIM

O F

W O

66'-0"

'-5

90'-0"

118'-0"30'-0"

'-0

73'-0"10'-0" 10'-0"

3'-0"

195'-0"

0'-

71'-7"

113'-9"

300'-0"

265'-0"

128'-0"

L-103

120'-0"

100'-0"

66'-3"

4'-0"

'-0

22'-9"

8'-0"

8'- 0"

18'-0"

55'-0"

120°

135°

NORTH

0 feet40

1" = 20'

20 60 80

P1 CONCRETE PAVING, TYP.

F1 WELDED-WIRE

MESH FENCE

F2WELDED-WIRE MESH GATE, TYP.

F3 DOUBLE SERVICE GATES

S1 PAVILION

TYP. OF 2

LARGE DOG AREA SMALL DOG AREA

F3 DOUBLE SERVICE GATES

GRAVEL. SEE CIVIL FOR SPECS.

SF1 BENCH, TYP. OF 4

F1WELDED-WIRE MESH FENCE

EXISTING SIDEWALK

SF3 3 SEAT -

ACCESSIBLE

PICNIC TABLE

TYP. OF 2

Date:

SHEET NUMBER

Drawn By:

LANDSCAPE ARCHITECT

REVISIONS

NO. Date By Description

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PLA #1530

ISSUED FOR BID

SF4 WATER FOUNTAIN, TYP.

MIRROR FOR ADA ACCESS

SF5DOG WASH STATION

P1CONCRETE PAVING, TYP.

PARK ENTRANCE SIGN PER

CITY SPECIFICATIONS

EXISTING PVC LINER LIMIT

OUC AREA LIGHT TO MATCH

PARKING LOT LIGHT, TYP.

BY OTHERS

HARDSCAPE

PLAN

L-102

SHEET TITLE

INTERPRETIVE

SIGN BY OTHERS

OUC AREA LIGHT TO MATCH

PARKING LOT LIGHT, TYP.

BY OTHERS

OUC AREA LIGHT TO MATCH

PARKING LOT LIGHT, TYP.

BY OTHERS

DOG PARK DOUBLE GATE, TYP.

SF2 WASTE RECEPTACLE, TYP. OF 2

ADA ACCESS

ADA

ACCESS

ADA

ACCESS

ADA ACCESS

NOTE:

FENCE TO BE STAKED AND APPROVED

BY OWNER'S REPRESENTATIVE PRIOR

TO INSTALLATION.

OUC AREA LIGHT TO MATCH

PARKING LOT LIGHT, TYP.

BY OTHERS

HARDSCAPE

PLAN

A#EXAMPLE

FINISH SCHEDULE TAG

SEE L-101

(2) #4 REBAR CONT., 3" MIN. CLEAR

REINFORCED CONCRETE RIBBON CURB

FLUSH W/ ADJ. HARDSCAPE.1/2" TOOLED

RADIUS AT OUTER EDGES, TYP.

COMPACTED SUBGRADE6"

1'- 0"

#57 STONE GRAVEL BED4"

ADJACENT LANDSCAPE

INSTALL A WOVEN PLASTIC WEED BARRIER IN PER

MANUFACTURER'S RECOMMENDATIONS PRIOR TO

GRAVEL INSTALLATION

3'-0"

'-0

6'- 0"

2'-0"

6'-0"

SF5 DOG WASH STATION

SLOPE

L-103

ADA ACCESS

SF4 WATER FOUNTAIN

2'- 0"

SF1 BENCH

Date:

SHEET NUMBER

Drawn By:

LANDSCAPE ARCHITECT

REVISIONS

NO. Date By Description

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PLA #1530

ISSUED FOR BID

DOG WASH ENLARGEMENT

FOUNTAIN ADA CLEARANCE PLAN

DOG WASH SECTION

HARDSCAPE

DETAILS

HARDSCAPE

DETAILS

HARDSCAPE

DETAILS

HARDSCAPE

DETAILS

L-103

SHEET TITLE

HARDSCAPE

DETAILS

SHEET TITLE

BENCH PLACEMENT TYP.

HARDSCAPE

DETAILS

HARDSCAPE

SHEET TITLE

MULCH, TYP.

LIM

O F

W O

LIM

O F

W O

Date:

SHEET NUMBER

Drawn By:

LANDSCAPE ARCHITECT

REVISIONS

NO. Date By Description

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PLA #1530

ISSUED FOR BID

NORTH

0 feet40

1" = 20'

20 60 80

SEE L-201 FOR PLANT SCHEDULE

LANDSCAPE

PLAN

L-200

10' C.T.

12' C.T.

16' C.T.

10' C.T.

16' C.T.

12' C.T.

14' C.T.

16' C.T.

12' C.T.

16' C.T.

NOTES:

1. REMOVE PVC LINER FROM

UNDERNEATH TREE PLANTING PIT.

2. ALL DISTURBED AREAS TO BE

REPLACED WITH BAHIA SOD.

3. ALL EXCAVATED PLANTING AREAS

SHALL BE BACKFILLED WITH

APPROVED PLANTING MIX PER

NOTES 11 & 12 ON SHEET L-201.

REPLACE SOD

DAMAGED DURING

CONSTRUCTION

REPLACE SOD

DAMAGED DURING

CONSTRUCTION

12' C.T.

8' C.T.

16' C.T.

12' C.T.

16' C.T.

12' C.T.

REPLACE SOD

DAMAGED DURING

CONSTRUCTION

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER CALIPER SIZE

TREES

QT 9 QUERCUS TEXANA / NUTTALL OAK FG. 4" CAL. 10`-12` HT.

SP 18 SABAL PALMETTO / CABBAGE PALMETTO FG. BOOTED -- SEE PLAN FOR CT HT.

TD 14 TAXODIUM DISTICHUM `AUTUMN GOLD` / AUTUMN GOLD BALD CYPRESS FG. 3" CAL. 10`-12` HT.

SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE NATIVE/NON-NATIVE

SHRUBS

MC 41 MUHLENBERGIA CAPILLARIS / PINK MUHLY 3 GAL. 18"-24" OA

ZF 29 ZAMIA FLORIDANA / COONTIE 7 GAL 24"-30" O.A.

SYMBOL CODE QTY BOTANICAL / COMMON NAME CONTAINER SIZE NATIVE/NON-NATIVE SPACING

GROUND COVERS

M - MULCH / MINI PINE BARK NUGGETS ---

PN - PASPALUM NOTATUM / BAHIA GRASS SOD NON-NATIVE

TJ 96 TRACHELOSPERMUM JASMINOIDES / CONFEDERATE JASMINE 1 GAL. 12" HT. FULL POT WITH RUNNERS NON-NATIVE 12" o.c.

Date:

SHEET NUMBER

Drawn By:

LANDSCAPE ARCHITECT

REVISIONS

NO. Date By Description

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PLA #1530

ISSUED FOR BID

BLACK POROUS HOSE

SOIL BERM 6" (TYP.)

3" DEPTH OF MULCH MIN. (TYP.)

6" CLEAR OF TRUNK.

36" MAX. DIAMETER MULCH RING, TYP.

PREPARE PLANTING

SOIL AS SPECIFIED

UNDISTURBED SOIL

TENSION BUCKLE, 1500 LBS

BREAK STRENGTH

CONTRACTOR SHALL

ASSURE PERCOLATION

OF ALL PLANTING PITS

PRIOR TO INSTALLATION.

AUGER ANCHOR HC4-30:

4" SCREW, 30" LENGTH

1" BLACK NYLON 040 GAUGE STRAPPING,

1200 LB TENSILE STRENGTH

NOTE:

SET TOP OF ROOT BALL

6" ABOVE TOP OF CURB (TYP.)

60°

1" DIA., WHITE 18" PVC PIPE.

BURY 6" INTO SOIL, TYP.1/

H T

120°120°

120°

3-LEG LAYOUT

TREE PIT 2X

ROOTBALL DIA.

REMOVE EXISTING LINER AT PLANTING BEDS

PRIOR TO INSTALLATION, SEE SHEET C-400

THE PERIMETER OF ALL CURVED PLANTING

BEDS SHALL BE PLANTED WITH A ROW OF

GROUNDCOVER AS SHOWN IN THE PLANS

AND AT THE SPACING SHOWN IN THE PLANT

LIST. INTERIOR PORTIONS OF EACH BED

SHALL BE PLANTED AT APPROPRIATE

SPACING ACCORDING TO THIS PLANT

SPACING DETAIL.

12" MIN. SETBACK FOR GROUNDCOVERS

CURB/EDGE OF PAVEMENT / BED LINE

ALL GROUNDCOVER TO BE

TRIANGULAR SPACING.

SEE PLANTS FOR (O.C.) SPACING.

18" MIN. SETBACK FOR SHRUBS /

HALF MATURE WIDTH.

O.C. SPACING

NOTE:

SHRUB AND GROUDCOVER DETAIL

4 Scale: NTS

SHRUB AND GROUDCOVER DETAIL

3 Scale: NTS

TREE PLANTING DETAIL

1 Scale: NTS

LANDSCAPE NOTES:

1. All plant material shall be Florida Number 1 or better in quality as described in Florida Grades and Standards for Nursery Plants, Florida Department of Agriculture.

2. In the event of variation between the quantities shown on the plant list and the plans, the plans shall control. Sod quantity take-offs are the responsibility of the landscape contractor.

3. No plant material substitutions shall be permitted or will be accepted without the written consent of the Landscape Architect.

4. No trees shall be removed.

5. All disturbed areas are to be replaced with Bahia sod.

6. The landscape contractor is responsible for the immediate repair, at his/her own expense, to any on-site utilities damaged by these landscape construction operations.

7. It is the responsibility of the landscape contractor to prevent plants from falling or being blown over. The landscape contractor shall straighten, repair, and/or replace any plants damaged by a failure to properly stake or guy any trees on-site, at their own expense.

8. Unless otherwise stated on these plans, the landscape contractor shall only be responsible for fine grading of the planting and sodding areas. Fine grading is described as the final .10 of grade to be achieved.

9. The landscape contractor shall assure that this work does not interrupt existing or projected drainage patterns.

10. The contractor shall insure vertical percolation of all planting pits by filling the pit with water and insuring vertical drainage within 36 hours.

11. Soil used for planting shall be free from sticks, roots, stones, or other extraneous material detrimental or injurious to plants. Particular care should be taken to remove pieces of mortar, cement, wood, and other similar remains of construction from all planting areas.

12. Soil used for planting mix shall be as follows: 1/3 approved topsoil, 1/3 Florida peat, and 1/3 clean D.O.T. sand material. The resultant shall be an even mixture which will be hand-shoveled into place.

13. All sod must be placed with staggered joints, tightly butted, with no gaps or overlapping pieces. All sod shall be rolled.

14. All planting beds shall be top dressed with the specified mulch. Cypress mulch shall not be used.

15. The landscape contractor shall remove his/her excess waste material from the project site on a daily basis.

16. Maintenance shall be the responsibility of the landscape contractor until such time as final acceptance of the project has been granted by the Landscape Architect. Maintenance shall include watering, mulching, weeding, pruning, replacement of dead and dying plants, cutting sod and any other operation necessary for the proper care of these plants.

17. All trees and sod shall be guaranteed for one year from date of substantial completion of this project. Replacement of material shall be guaranteed for an additional one year.

18. The landscape contractor shall not be responsible to honor any warranty for the loss of any trees or sod caused by flooding, fire, freezing temperatures, winds over 50 miles per hour, lightning or any other natural disaster. The landscape contractor is also not responsible for any damage caused by vandalism or negligence on the part of the owner.

19. The Landscape Architect shall have the right, at any time during these operations to reject any and all plant material and workmanship which in his/her opinion does not meet the requirements of these specifications.

LANDSCAPE

SCHED &

DETAILS

L-201

MIN. TREE PIT

2X ROOTBALL DIA.

120 120

6" EARTHEN BERM TO

ESTABLISH

IRRIGATION BASIN WHERE

APPLICABLE

MULCH, 3" DEPTH

UNDISTURBED SOIL

PLANTING SOIL MIXTURE

AS SPECIFIED

TREE ROOTBALL ANCHORING

SYSTEM; INSTALL PER

MANUFACTURER'S

INSTALLATION INSTRUCTIONS;

BY PLATIPUS EARTH

ANCHORING

SYSTEMS.

REMOVE EXISTING LINER AT

PLANTING BEDS PRIOR TO

INSTALLATION , SEE SHEET C-400

CONTRACTOR SHALL ASSURE

PERCOLATION OF ALL PLANTING

PITS PRIOR TO INSTALLATION.

NOTE:

PALM PLANTING DETAIL

2 Scale: NTS

1/2" DEPTH MULCH ON ROOT

BALL.

SET ROOTBALL 1" - 2"

ABOVE FINISHED GRADE

MULCH, 3" DEPTH

FINISH GRADE, TYP.

BACKFILL: TOP SOIL TYPICAL

OF AREA.

(BACKFILL SHALL BE AMENDED

THROUGHOUT

ENTIRE SITE W/ FERTILIZER

AND COMPOST

AS REQUIRED)

NOTES:

1. WHEN GROUNDCOVER IS USED IN MASS, PREPARE

ENTIRE BED TO RECEIVE PLANTING SOIL AND PLANT

MATERIAL AS SPECIFIED.

2. CONTRACTOR SHALL ASSURE PERCOLATION OF ALL

PLANTING PITS PRIOR TO INSTALLATION.

EXISTING PVC LINER

TB-1

TB-2

TB-3

LIM

O F

W O

LIM

O F

W O

2"3

2"4

2"5

2"11

2"12

2" 79.013

1" 14 6.00

Date:

SHEET NUMBER

Drawn By:

LANDSCAPE ARCHITECT

REVISIONS

NO. Date By Description

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RUTH C. PERRY

PLA #1530

ISSUED FOR BID

NORTH

0 feet40

1" = 20'

20 60 80

NOTES:

1.THESE PLANS ARE DIAGRAMMATIC OF THE

WORK TO BE PERFORMED. ALL LANDSCAPED

AREAS ARE TO RECEIVED 100% COVERAGE.

INSTALL THIS IRRIGATION SYSTEM PER THE

SITE CONDITIONS, AVAILABLE

FLOW/PRESSURE AND MANUFACTURERS

RECOMMENDATIONS.

2.EXISTING SYSTEM TO BE MODIFIED AS

NECESSARY TO PROVIDE 100% COVERAGE OF

ALL LANDSCAPED AND SODDED AREAS

ADJUST IRRIGATION HEADS

TO AVOID OVERSRAY ON

PLAZA & PAVILIONS

ADJUST IRRIGATION HEADS

TO AVOID OVERSRAY ON

PLAZA & PAVILIONS

REMOVE IRRIGATION

HEADS

RELOCATE IRRIGATION LINE

& INSTALL MP3 ROTATORS

(30' RADIUS) HEADS

CUT AND REMOVE EXISTING

IRRIGATION LINE UNDER

PLAZA

ADJUST IRRIGATION HEAD

TO AVOID OVERSRAY ON

PAVILION

ADJUST IRRIGATION HEADS

TO AVOID OVERSRAY ON

PLAZA & PAVILIONS ZONE 66

ZONE 65

IRRIGATION

PLAN

IR-100

Sheets and Views

COVER

File details come from the government source that posted it. Updated Feb 27, 2026.