SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

GENERAL INFORMATION:

L0.00 COVER SHEET

L0.01 SUBMITTALS & MOCKUPS

DEMOLITION:

L0.10 SURVEY

L0.11 EXISTING CONDITIONS

L0.20 DEMOLITION & TREE PROTECTION NOTES

L0.21 EROSION CONTROL DETAIL & NOTES

L0.22 DEMOLITION & TREE PROTECTION

HARDSCAPE:

L1.00 HARDSCAPE NOTES & SPECIFICATIONS

L1.10 OVERALL MATERIALS PLAN

L1.11 LAYOUT PLAN - ENLARGEMENTS

L1.12 LAYOUT PLAN - ENLARGEMENTS

L1.13 LAYOUT PLAN - ENLARGEMENTS

L1.14 LAYOUT PLAN - PLAY EQUIPMENTS

HARDSCAPE DETAILS:

L1.21 HARDSCAPE DETAILS

L1.22 HARDSCAPE DETAILS

L1.23 HARDSCAPE DETAILS

L1.24 HARDSCAPE DETAILS

GRADING:

L2.10 GRADING PLAN

PLANTING:

L3.00 PLANTING NOTES & SPECS OVERALL

L3.11 PLANTING PLAN

L3.12 PLANTING PLAN

L3.13 PLANTING PLAN

L3.20 PLANTING DETAILS

IRRIGATION:

L4.00 IRRIGATION NOTES & SPECS

L4.10 IRRIGATION PLAN

ELECTRICAL & LIGHTING:

L5.00 ELECTRICAL & LIGHTING SPECS

L5.10 ELECTRICAL & LIGHTING PLAN

FURNISHINGS:

L6.00 FURNISHINGS LAYOUT & SPECS

L6.10 FURNISHING DETAILS

L6.11 SIGNAGE DETAILS

1. PLANS ARE PROVIDED FOR THE USE OF BIDDING AND CONSTRUCTION.

BIDDER'S SHALL DEVELOP AND PROVIDE SUCH ADDITIONAL DETAILS,

INCLUDING STRUCTURAL DETAILS AND CALCULATIONS, AS MAY BE

REQUIRED FOR PROJECT PERMITTING AND CONSTRUCTION. REVIEW PLANS

PRIOR TO BID AND INCLUDE ESTIMATES FOR DESIGN COSTS, IN ADDITIONAL

TO ALL OTHER PROJECT IMPLEMENTATION COSTS - MATERIAL, LABOR, OR

OTHERWISE. THE PROJECT CONCEPT IS SUMMARIZED IN SHEET L1.10

2. THE SURVEY PROVIDED INCLUDES LIMITED SPOT GRADES AND

TOPOGRAPHIC INFORMATION. ASSUMED GRADES ARE PROVIDED BUT

SHOULD BE VERIFIED AT PERIMETER HARDSCAPE LOCATIONS AND NEAR

BASE OF TREES PRIOR TO INITIATING CONSTRUCTION.

3. DUE TO SURVEY AND STRUCTURAL UNCERTAINTIES, UNFORESEEN CHANGES

MAY OCCUR DURING CONSTRUCTION. THE CONTRACTOR AND OWNER

SHALL ESTABLISH AN AGREEMENT PRIOR TO CONSTRUCTION FOR HOW

THESE CHANGES WILL BE RESOLVED.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE SITE AND

EVALUATE ISSUES OF CONSTRUCTIBILITY OR OTHER UNCERTAINTIES, PRIOR

TO BID.

5. THE LANDSCAPE ARCHITECT HAS PREPARED THESE PLANS WITH THE BEST

AVAILABLE INFORMATION FOR THE PURPOSES OF COMMUNICATING DESIGN

INTENT. THE CONTRACTOR IS RESPONSIBLE FOR INTERPRETING THESE

PLANS AND NOTIFYING THE LANDSCAPE ARCHITECT OF ANY SITE

CONFLICTS OR CONCERNS PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR SHALL ENSURE THE DESIGN IS CONSTRUCTED IN A

MANNER TO BE DURABLE AND MEETING ALL CODE AND INDUSTRY

STANDARDS FOR CONSTRUCTION. IF ADJUSTMENTS TO THE DESIGN ARE

NEEDED, BIDDERS SHALL SUBMIT SUCH CONCEPTS THROUGH THE

FORMALIZED RFI PROCESS TO BE USED FOR THE PROJECT UNLESS

OTHERWISE APPROVED.

7. THE CONTRACTOR SHALL COMMUNICATE WITH THE LANDSCAPE

ARCHITECT DURING THE CONSTRUCTION PROCESS THROUGH A TYPICAL

AND FORMALIZED USE OF REQUESTS FOR INFORMATION (RFI'S) AND

SUBSEQUENT APPROVED PROJECT MODIFICATION OR CHANGE ORDERS. AS

CONTRACT DOCUMENTS, THIS SET OF DRAWINGS SHALL BE USED AS THE

ESTABLISHED STANDARD FOR THE PROJECT.

8. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING SITE

FEATURES DURING CONSTRUCTION. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO LOCATE ALL UTILITIES AND TO PROTECT ALL SITE

ELEMENTS TO REMAIN.

9. CONTRACTOR TO SCHEDULE PRE-CONSTRUCTION MEETING WITH OWNER,

LANDSCAPE ARCHITECT, AND ALL SUB-CONTRACTORS PRIOR TO INITIATING

WORK.

10. CALL 811 TO LOCATE ALL UTILITIES PRIOR TO FIRST ALL-TEAM

PRE-CONSTRUCTION MEETING.

11. ALL PLANT MATERIAL MUST BE APPROVED BY THE LANDSCAPE ARCHITECT

PRIOR TO DELIVERY TO THE SITE. ESTABLISH A REPRESENTATIVE PRODUCT

FOR EACH PLANT OR TREE AND SUBMIT FOR APPROVAL.

"LOVE PARK" 181 11TH AVE WEST

SHEET INDEX

PROJECT INFORMATION PROJECT CONTACTS

SITE LOCATION

SITE ACCESS

L0.00

COVER

11TH AVE W

10TH AVE DR W

2N D

S T

W

S

TA

M

IA

M I T

RA

IL

PROJECT ADDRESS : 181 11TH AVE W, BRADENTON, FL 34205

MAJOR INTERSECTION :

11TH AVE W. AND S. TAMIAMI TRAIL,

CITY OF BRADENTON (IN MANATEE COUNTY)

FOLIO #: 025994-0000

TOTAL SITE SIZE : ±0.78 ACRE(S) [33,977 SF]

PROJECT JURISDICTION: MANATEE COUNTY

SECTION/TOWNSHIP/RANGE: 35/34/17

WATER (POTABLE) : CITY OF BRADENTON

ELECTRICITY : FLORIDA POWER & LIGHT (FPL)

SANITARY SEWER: CITY OF BRADENTON

OWNER'S REP:

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET - CITY HALL,

BRADENTON, FLORIDA 34205

PHONE: (941)-932-9488

EMAIL: CHRISTOPHER.MUNYON@BRADENTONFL.GOV

SITE ACCESS

SITE ACCESS

GENERAL PROJECT NOTES

CODE ANALYSIS

FUTURE LAND USE: R/OS

ZONING: T4-O

URBAN SERVICE AREA: N/A

OVERLAY: N/A

FLOOD ZONE: ZONE X

LOT COVERAGE (EXISTING)

IMPERVIOUS SURFACES

CONCRETE SIDEWALK 3,049 SF

PLAYGROUND 868 SF

PARKING LOT 2,194 SF

BASKETBALL COURT 1,930 SF

TOTAL IMPERVIOUS 8,041 SF (23.6%)

PERVIOUS SURFACES

EXISTING GROUND 26,047 SF

TOTAL PERVIOUS 26,047 SF (76.4%)

TOTAL SIZE 34,088 SF (0.78 AC)

LOT COVERAGE (PROPOSED)

IMPERVIOUS SURFACES

CONCRETE PAVEMENT 9,785 SF

PARKING LOT 870 SF

TOTAL IMPERVIOUS 10,655 SF (31.2%)

PERVIOUS SURFACES

MULCH & PLANTINGS 14,211 SF

RUBBER SURFACE 4,616 SF

ARTIFICIAL TURF 3,960 SF

GRAVEL MULCH 646 SF

TOTAL PERVIOUS 23,433 SF (63.8%)

TOTAL SIZE 34,088 SF (0.78 AC)

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L0.01

SUBMITTALS &

MOCKUPS

SUBMIT SAMPLES RECEIVED APPROVED

ARTIFICIAL TURF - TYPE A

ARTIFICIAL TURF - TYPE B

GRAVEL MULCH

STEEL EDGE

RUBBER SURFACE -

SUBMIT COLOR (3

COLORS)

ENGINEERED MULCH

PLANTING MULCH

PRECAST SEAT - SUBMIT

COLOR & FINISH

MOCKUPS OR SITE

REVIEWS REVIEW DATE APPROVED

CONCRETE PAVEMENT A

CONCRETE PAVEMENT B

CONCRETE BAND

NOTE: THE FOLLOWING SUBMITTALS AND MOCKUPS SHOULD BE SHOWN AND APPROVED BY THE LANDSCAPE

ARCHITECT BEFORE START OF CONSTRUCTION.

SUBMIT SHOP DRAWINGS RECEIVED APPROVED

FENCE - TYPE A

CONCRETE SEAT

BASKETBALL COURT

MARKINGS

NORTH ENTRY GATE

SOUTH ENTRY GATE &

ARBOR

PATIO SHADE STRUCTURE

PLAY EQUIPMENT

FOUNDATIONS

LIGHTING FOUNDATIONS

SIGNAGE

FLAG POST

PANEL SIGNAGE

SUBMIT PRODUCT INFO RECEIVED APPROVED

PLAY EQUIPMENT

TABLES

BIKE RACKS

WATER FOUNTAIN

WASTE RECEPTACLES

LIGHTING

GORIC BALLS

HEXAGON PAVERS - 3

COLORS

FENCE TYPE B

PLANTINGS

IRRIGATION SYSTEM

TEST RESULT

SUBMITTALS RECIEVED APPROVED

PERCOLATION TEST

SOIL TEST

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L0.10

SURVEY

THIS SURVEY WAS PROVIDED FOR THE SUBJECT PROJECT AND IS PROVIDED FOR REFERENCE ONLY. DIGITAL FILES CAN BE PROVIDED BY THE OWNER.

NOTE:

P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P

P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P

12"

HP

8"

8" 8"

10"(4)

10"

10"

10"

14"

14"

14"

15"

16"

20"

20"

20" 22"

40"

10" 10"

18"

EXISTING STOP SIGN

CONCRETE

LIGHT POLE

CONCRETE

LIGHT POLE

WOOD POWER POLE

EXISTING NO PARKING SIGN

WOOD POWER POLE

EXISTING HANDICAP

PARKING SIGN

WOOD POWER POLE

OVERHEAD POWER LINE

MANHOLE

N. RIM ELEVATION 16.56'

OVERHEAD

POWER LINE

WOOD POWER POLE

GRATE N. RIM ELEVATION 16.44'

GRATE RIM

ELEVATION 17.12'

WATER VALVE (2)

WOOD

POWER POLE

4' METAL FENCE CORNER

SOUTH OF LINE 0.5'

4' METAL FENCE

CORNER WEST

OF LINE 2.2'

4' METAL FENCE CORNER

WEST OF LINE 1.2'

4' METAL FENCE CORNER

EAST OF LINE 0.9'

4' METAL FENCE CORNER

EAST OF LINE 0.3'

3' CONCRETE

BLOCK WALL'

0.5' CURB

0.5' CURB

0.

5'

C

UR

B

20"

WATER VALVE

EXISTING WATER

VALVE BOX (VERIFY)

EXISTING WOOD

POWER POLE

SWALE

WOOD POWER POLE

APPROXIMATE EXISTING

CURB

EXISTING SIDEWALK

CONCRETE

LIGHT POLE

10TH AVE DR. W.

11TH AVE W.

2N D

ST

. W

10"

HPHP

EXISTING CONDITIONS LEGEND

EXISTING OAK TREE

EXISTING PINE TREE

EXISTING JUNIPER TREE

EXISTING BLACK OLIVE TREE

EXISTING FENCE

SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L0.11

EXISTING

CONDITIONS

4020100N

1. THIS IS NOT A SURVEY . THIS PLAN DRAWING WAS CREATED BY APPLIED SCIENCES CONSULTING, INC. IN REFERENCE TO A SURVEY CREATED BY CLEMENTS SURVEYING, INC. ON THE DATE APRIL 5, 2024, WHICH WAS PROVIDED TO THE LANDSCAPE ARCHITECT BY THE

CITY OF BRADENTON COMMUNITY REDEVELOPMENT AGENCY.

2. THIS DRAWING HAS MODIFIED THE SURVEY INFORMATION TO MORE ACCURATELY DEPICT THE EXISTING CONDITIONS.

3. EXISTING GRADES MAY BE INACCURATE DUE TO RECENT SITE DEMOLITION.

LANDSCAPE ARCHITECT'S NOTE:

AutoCAD SHX Text %%U17.67'

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AutoCAD SHX Text %%U16.70'

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1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING

UTILITIES PRIOR TO ANY DEMOLITION TO INSURE THAT ONLY THE

UTILITIES AND FEATURES MARKED FOR DEMOLITION ARE REMOVED AND

OTHER UTILITIES AND FEATURES ARE NOT DISTURBED. ANY UTILITIES TO

REMAIN WHICH ARE DISTURBED BY THE CONTRACTOR SHALL BE

IMMEDIATELY REPAIRED BY THE CONTRACTOR AT THEIR EXPENSE.

2. EXISTING SERVICES SHALL NOT BE REMOVED OR DISRUPTED UNLESS

COORDINATED AND APPROVED BY THE APPROPRIATE UTILITY COMPANY,

AND UNTIL THE NEW RELOCATED (IF APPLICABLE) HAS BEEN INSTALLED.

3. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COORDINATION OF

THE REQUIRED REMOVAL AND INSTALLATION OF THE RESPECTIVE

UTILITIES AND CONSTRUCTION SEQUENCING AND OPERATIONS WITHIN

THESE PLANS.

4. FOR EROSION CONTROL DETAILS SEE THE FLORIDA EROSION CONTROL

AND SEDIMENT CONTROL (E&SC) MANUAL.

5. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE

UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL

DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY

OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIP-LINE OF A TREE TO

REMAIN UNLESS OTHERWISE APPROVED BY THE LANDSCAPE

ARCHITECT.

6. ALL TREE TRIMMING SHALL BE IN ACCORDANCE WITH THE AMERICAN

NATIONAL STANDARD INSTITUTES (ANSI) A-300 PRUNING STANDARDS.

7. ALL GROUND PLANE PLANTS (NON-TREES) ARE TO BE REMOVED UNLESS

OTHERWISE NOTED AT PRE-CONSTRUCTION MEETING.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE HEALTH OF ALL TREES TO

REMAIN. PHOTO DOCUMENT ALL TREES TO REMAIN PRIOR TO

CONSTRUCTION AND SUBMIT TO OWNER. NUMBER TREES AND LOCATION

IN PLAN.

9. TREE PROTECTION MUST BE INSTALLED DURING DEMO AND BEFORE

INSTALLATION OF HARDSCAPE. REMOVE TREE PROTECTION FOR

CLEARING AND INSTALLATION OF PLANT MATERIAL ONLY.

10. REMOVE ALL DEBRIS FROM SOIL PRIOR TO ACCEPTANCE OF DEMOLITION

WORK, INCLUDING CONCRETE, LOOSE CONSTRUCTION MATERIAL, TRASH,

OR OTHER MATERIALS NOT ASSOCIATED WITH NATIVE SOIL.

11. PLACE 3"- 4" MULCH WITHIN THE DRIP-LINE AND THE TREE PROTECTION

ZONE FOR ALL TREES TO REMAIN. SEE PLANTING SHEETS FOR MULCH

TYPE AND SUBMIT SAMPLE.

12. FOR POST-DEMOLITION INSTRUCTIONS, SEE SOIL PREP AND GRADING

NOTES ON SHEET L2.00.

13. REMOVE EXISTING 4' METAL FENCE IN ALL LOCATIONS.

DEMOLITION NOTES DEMOLITION SEQUENCING NOTES

1. NOTIFY THE CITY'S PROJECT MANAGER AS IDENTIFIED ON THE COVER PAGE BY

E-MAIL OR MAIL 30 BUSINESS DAYS PRIOR TO ANY MAINTENANCE UTILITY LINE

CLEARING WORK IN CANOPY STREETS.

2. HAVE AN ISA CERTIFIED ARBORIST DIRECTING THE PRUNING OF TREES IN A CANOPY

STREET.

3. UTILITY PRUNING SHOULD ONLY PROVIDE MINIMUM SAFE CLEARANCE TO PROTECT

ENERGIZED POWER LINES WITH CONSIDERATION FOR THE COMBINED MOVEMENT OF

THE CONDUCTORS NEAR TREES IN SEVERE WEATHER, THE SPECIES OF THE TREE,

AND THE VOLTAGE OF THE CONDUCTOR.

4. WHEN THE TREE ROOTS WITHIN THE DRIP LINE MAY BE DISTURBED, THE AFFECTED

ROOTS MUST BE SEVERED BY CLEAN PRUNING CUTS WHERE THE ACTIVITY IMPACTS

THE ROOTS. ROOT PRUNING MUST BE COMPLETED BY AN ISA CERTIFIED ARBORIST.

ROOTS CAN BE PRUNED BY UTILIZING TRENCHING EQUIPMENT THAT IS

SPECIFICALLY DESIGNED FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH AND

PRUNING ROOTS WITH A CHAIN SAW, PRUNING SAW OR OTHER EQUIPMENT

DESIGNED FOR TREE PRUNING. ROOTS WITHIN THE DRIP LINE MUST BE PRUNED TO A

DEPTH OF 12 INCHES BELOW EXISTING GRADE OR TO THE DEPTH OF THE

DISTURBANCE IF LESS THAN 12 INCHES FROM THE EXISTING GRADE. WHEN

UNDERGROUND UTILITIES ARE TO BE INSTALLED THROUGH THE DRIP LINE, ROOT

PRUNING REQUIREMENTS MAY BE WAIVED IF THE LINES ARE INSTALLED VIA

TUNNELING OR DIRECTIONAL BORING AS OPPOSED TO TRENCHING.

5. ALL PRUNING OF CITY TREES MUST CONFORM TO THE CURRENT ANSI A300

STANDARDS AND BE COMPLETED BY AN ISA CERTIFIED ARBORIST. THERE WILL BE

NO STUB CUTS, OR LIONS-TAILING OF THE CROWN OF THE TREE.

6. IT WILL BE A VIOLATION OF THIS SECTION TO PERFORM THE TECHNIQUES OF

TOPPING OR OTHER PRUNING TECHNIQUES THAT REMOVE THE VERTICAL LEADER

STEMS OR OTHER PRUNING THAT RESULTS IN AN UNNECESSARY REDUCTION OF

SHADE OF CITY TREES IN THE PERMIT AREA. TREE PROTECTION BARRIER

REQUIREMENTS. DURING DEVELOPMENT ACTIVITIES OR ANY OTHER POTENTIAL

DISTURBANCE THAT WILL IMPACT THE AREA WITHIN THE DRIP LINE OF ANY CITY

TREE, PROTECTIVE BARRIERS MUST BE PLACED AROUND EACH CITY TREE, BY THE

APPLICANT, TO PREVENT THE DESTRUCTION OR DAMAGING OF ROOTS, STEMS, OR

CROWNS OF SUCH TREES. BARRIERS MUST REMAIN IN PLACE AND INTACT UNTIL

THE WORK IS COMPLETED, HOWEVER, BARRIERS MAY BE REMOVED TEMPORARILY TO

ACCOMMODATE CONSTRUCTION NEEDS, PROVIDED THE CITY APPROVES THE

TEMPORARY REMOVAL IN WRITING AND THAT THE MANNER AND PURPOSE FOR

SUCH TEMPORARY REMOVAL WILL NOT HARM THE TREE. THE CITY RESERVES THE

RIGHT TO DENY THE TEMPORARY REMOVAL OF TREE PROTECTION BARRIERS. THE

FOLLOWING ARE THE MINIMUM REQUIREMENTS FOR PROTECTIVE BARRIERS.

7. PROTECTIVE POSTS MUST BE PLACED SO AS TO PROTECT ALL AREAS WITHIN THE

DRIP LINE BOUNDARY FOR EACH CITY TREE AFFECTED, EXCEPT IN RIGHT-OF-WAY OR

UTILITY PLACEMENT AREAS WHERE SPACE TO INSTALL THE BARRICADE MAY BE

LIMITED, POSTS MAY BE PLACED SO AS TO PROTECT A MINIMUM OF 50 PERCENT OF

THE AREA WITHIN THE DRIP LINE APPROVED BY THE LANDSCAPE ARCHITECT.

8. POSTS MUST BE A MINIMUM OF TWO INCHES BY FOUR INCHES, OR LARGER, WOODEN

POST, TWO-INCH OUTER DIAMETER OR LARGER, OR OTHER POST MATERIAL OF

EQUIVALENT SIZE; WILL BE CONNECTED WITH A MINIMUM OF AT LEAST A ONE INCH

BY FOUR-INCH WOODEN BOARD RAIL; AND WILL BE CLEARLY FLAGGED. THE

MAXIMUM DISTANCE ALLOWED BETWEEN UPRIGHT POSTS IS EIGHT FEET. WOODEN

POSTS AND BOARDS MUST BE PAINTED FOREST GREEN ONCE INSTALLED.

9. POSTS MUST BE IMPLANTED DEEP ENOUGH INTO THE GROUND TO BE STABLE AND

EXTEND A MINIMUM HEIGHT OF FOUR FEET ABOVE THE GROUND.

10. NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS, OR FILL SOIL IS

ALLOWED WITHIN THE DRIP LINE OF ANY TREE. SUBMIT EQUIPMENT STORAGE PLAN

PRIOR TO CONSTRUCTION.

11. NO EQUIPMENT WILL BE CLEANED, OR WASTE MATERIALS SUCH AS PAINTS, OILS,

SOLVENTS, ASPHALT, CONCRETE, MORTAR, OR ANY OTHER MATERIAL WILL BE

STORED, WITHIN THE DRIP LINE OF ANY TREE.

12. NO DAMAGING WIRES, SIGNS OR PERMITS WILL BE FASTENED TO ANY TREE UNLESS

APPROVED BY THE LANDSCAPE ARCHITECT.

13. SHOULD A PRIVATE PARTY CONDUCT WORK WITHIN THE DRIP LINE OF A TREE AND

FAIL TO INSTALL THE REQUIRED TREE PROTECTION BARRIER, THE CITY RESERVES

THE RIGHT TO INSTALL THE REQUIRED TREE PROTECTION BARRIER AND CHARGE THE

PRIVATE PARTY CONDUCTING THE WORK FOR THE CITY'S MATERIALS AND LABOR

ASSOCIATED WITH THE INSTALLING OF THE BARRICADE.

TREE PROTECTION NOTES

1. INSTALL EROSION CONTROL DEVICES PER EROSION CONTROL PLAN.

MAINTAIN ALL DEVICES DURING ALL PHASES OF CONSTRUCTION.

2. DE-ENERGIZE/TERMINATE ALL ELECTRICAL SUPPLY SERVICES PRIOR TO

ANY POWER POLE RELOCATIONS. REMOVE ALL ELECTRICAL SERVICES

BACK TO THE TRANSFORMER AND/OR SERVICE CONNECTION POINTS AND

MAKE SAFE.

3. REMOVE SIGNS, CURB, CURB STOPS, SIDEWALKS, BOLLARDS AND ANY

REMAINING PARKING CONTROL DEVICES ON-SITE (AS REQUIRED).

4. REMOVE ALL INTERIOR TREES AND LANDSCAPING AS INDICATED.

5. REMOVE ALL MISCELLANEOUS CONCRETE SLABS, ASPHALT AND

CONCRETE PAVEMENT AS INDICATED.

6. REMOVE ANY REMAINING CONSTRUCTION MATERIALS.

7. REFER TO LANDSCAPE PLANS FOR SITE RESTORATION REQUIREMENTS FOR

ALL AREAS DISTURBED BY CONSTRUCTION WITHIN AND OUTSIDE OF THE

PROPOSED IMPROVEMENTS LIMITS.

SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L0.20

DEMOLITION & TREE

PROTECTION NOTES

1" X 4" WOODEN OR CHAIN LINK RAIL

EVENLY SPACED TO 48" HEIGHT

2" X 4" POST AT DRIP LINE

4" THICK LAYER OF MULCH,

(SEE PLANTING SPECS)

MAINTAIN EXISTING NATURAL GRADE

WITH THE TREE PROTECTION FENCE

UNLESS OTHERWISE INDICATED ON

THE PLANS

ROOT PRUNING MUST MEET ANSI A300

STANDARDS; MUST BE CLEAN, SEVERED

CUTS (NOT JAGGED, FRAYED, ETC.)

PERFORMED WITH A HAND-SAW OR

DOSKO ROOT PRUNER OR APPROVED

EQUAL EQUIPMENT

NO DRIP LINE ENCHROACHMENT

M in

. 4 '-0

NOTE: ALL BOARDS MUST BE PAINTED

FOREST GREEN ONCE INSTALLED.

Max 8'-0"

TREE PROTECTION DETAIL

SCALE: 1/4" = 1'-0"

1. EROSION AND SEDIMENTATION CONTROLS ARE PERFORMANCE BASED CRITERIA.

IF THE BMPS PROVIDED DO NOT PREVENT SOILS FROM LEAVING A CONSTRUCTION

SITE, THEN THE CONTRACTOR IS REQUIRED TO EMPLOY ADDITIONAL PROCEDURES

TO PROVIDE CLEAN RUNOFF FROM A SITE.

2. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT

CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN REQUIRED

EROSION CONTROL WILL RESULT IN ENFORCEMENT ACTION. ALL EROSION

CONTROL MEASURES, SAND, SILT, AND DEBRIS SHALL BE REMOVED FROM ALL

DRAINAGE PIPES AND STRUCTURES AFTER CONSTRUCTION HAS BEEN COMPLETED

AND PRIOR TO COUNTY FINAL WALK-THROUGH.

3. STOCKPILED MATERIALS SHALL BE PROTECTED BY COVER, APPROVED BARRIERS

OR OTHER APPROVED SEDIMENT CONTROL DEVICES.

4. ALL EROSION CONTROL FENCES, BARRIERS, AND SILTATION DEVICES SHALL BE

ERECTED PRIOR TO ANY LAND ALTERATIONS, SHALL BE MAINTAINED IN GOOD

WORKING ORDER DURING CONSTRUCTION, AND REMOVED FOLLOWING SOIL

STABILIZATION AND FINAL DRESSING. STOCKPILE AREAS SHALL INCLUDE SILT

FENCING AROUND THE PERIMETER.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL AND PREVENT

EROSION AND THE TRANSPORTATION OF SEDIMENT TO SURFACE DRAINS AND

OUTFALLS USING BEST MANAGEMENT PRACTICES. REFER TO CONSTRUCTION

PLANS, DETAILS, SPECIFICATIONS AND APPROVED PERMITS FOR DETAILS.

SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY REACH ONE HALF THE

HEIGHT ON AN EROSION DEVICE OR AS DIRECTED BY THE ENGINEER.

6. DURING THE CONSTRUCTION OF DRAINAGE STRUCTURES, AND OTHER

STRUCTURES REQUIRING EXCAVATION, THE CONTRACTOR SHALL PLACE

APPROVED BARRIERS OR OTHER APPROVED DEVICES AROUND SUCH STRUCTURES

TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT TO POINTS OUTSIDE

THE CONSTRUCTION AREA. THE APPROVED BARRIERS OR OTHER APPROVED

DEVICES SHALL BE PLACED IN ACCORDANCE WITH REQUIREMENTS OF FLORIDA

STORMWATER EROSION AND SEDIMENTATION CONTROL INSPECTOR'S MANUAL

(FSESCI), LATEST EDITION.

7. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SILT/TURBIDITY BARRIERS TO

CONTROL EROSION AND SEDIMENT FROM TAKING PLACE OUTSIDE THE PROJECT

LIMITS. THE SILT/TURBIDITY BARRIERS SHALL BE PLACED IN ACCORDANCE WITH

REQUIREMENTS OF FSESCI, LATEST EDITION AND THE DETAILS SHOWN IN THE

PLANS, THROUGHOUT THE DURATION OF THE PROJECT AND ALL ASPECTS OF

CONSTRUCTION. ALL DAMAGED OR INEFFECTIVE EROSION CONTROL DEVICES

SHALL BE REPLACED AT NO ADDITIONAL COST TO THE COUNTY.

8. EROSION CONTROL PLAN - ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED

AND SEALED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR.

THESE MODIFICATIONS MUST BE APPROVED BY THE COUNTY AND THE

PERMITTING AGENCY. NO CONTRACT DELAYS WILL BE ALLOWED FOR SUCH

MODIFICATIONS OR APPROVALS.

9. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTO OFF-SITE

OUTFALLS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDIMENT BUILDUP OR

TRANSPORT. OUTFALLS SHALL BE PROTECTED THROUGH USE OF EROSION

CONTROL FEATURES AS NECESSARY TO CONTAIN ANY SEDIMENT LOSS TO THE

IMMEDIATE AREA OF THE PROJECT. ANY SEDIMENT BUILDUP OR TRANSPORT

OFF-SITE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMEDY. THE

CONTRACTOR SHALL USE APPROPRIATE MEASURES AS DIRECTED BY THE

PROJECT ENGINEER FOR OUTFALL PROTECTION.

10. APPROVED BARRIERS (OR OTHER APPROVED SEDIMENT CONTROL DEVICES) SHALL

BE PLACED AT THE BASE OF ANY SLOPE WHERE A RAINFALL EVENT COULD ERODE

A SLOPE AND TRANSPORT SEDIMENTS OFF-SITE. APPROVED BARRIERS SHALL BE

DOUBLE STAKED IN ACCORDANCE WITH FSESCI, LATEST EDITION. ANY DAMAGED

OR INEFFECTIVE APPROVED BARRIERS ARE TO BE REPLACED WITHIN 24 HOURS.

11. BACK OF SIDEWALK INLETS OR MEDIAN INLETS SHALL BE PROTECTED FROM

SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND

OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP WITHOUT EROSION

PROTECTION. APPROVED BARRIERS OR OTHER APPROVED SEDIMENT CONTROL

DEVICES SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF APPROVED

BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES SHALL BE PLACED

AROUND INLET APPROXIMATELY 24" OUTSIDE FIRST ROW. BETWEEN ROWS THERE

SHALL BE A DEPRESSION TO ACT AS A SEDIMENT BASIN. COMPLETED INLETS IN

PAVED AREAS SHALL ALSO BE PROTECTED WITH A SINGLE LINE OF APPROVED

BARRIERS OR OTHER APPROVED SEDIMENT CONTROL DEVICES TO PREVENT

SEDIMENT INTAKE FROM OTHER AREAS.

12. ALL DISTURBED AREAS SHALL BE STABILIZED WITHIN 3 DAYS AFTER 12" RAIN

EVENT DISTURBANCE.

13. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER

BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND

OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE

TRANSPORT OF SEDIMENT INTO WATERS OF THE STATE OR NEIGHBORING

PROPERTIES SHALL BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF

VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE

LAND ALTERATION PROCESS.

14. IF NEEDED, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING DEWATERING

PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER

REGULATORY AGENCY.

15. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATER FROM THE

CONSTRUCTION AREA, THE WATER SHALL BE TREATED TO REDUCE TURBIDITY TO

STATE WATER QUALITY STANDARDS PRIOR TO DISCHARGE. TREATMENT

METHODS INCLUDE, FOR EXAMPLE, TURBID WATER BEING PUMPED INTO GRASSED

SWALES OR APPROPRIATE VEGETATED AREAS (OTHER THAN UPLAND

PRESERVATION AREAS AND WETLAND BUFFERS), SEDIMENTS BASINS, FILTER

BAGS, OR AREAS CONFINED BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY

BARRIERS, AND KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER

QUALITY STANDARDS.

16. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE

CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING,

IRRIGATION, OR OTHER ACCEPTABLE METHODS.

17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SPECIFY ACTUAL QUANTITIES

AND COSTS ASSOCIATED WITH EROSION CONTROL IMPLEMENTATION SCHEDULE.

EROSION CONTROL ITEMS MAY BE ADDED OR DELETED FROM THE PAY ITEM LIST

AS THE EROSION CONTROL IMPLEMENTATION SCHEDULE PROVIDED BY THE

CONTRACTOR IS MODIFIED TO MEET SITE SPECIFIC CONDITIONS.

18. THE CONTRACTOR SHALL NOT RESTRICT OR BLOCK THE EXISTING DRAINAGE

FLOW OVERLAND OR WITHIN RESHAPED SWALES. FLOW WITHIN EXISTING

DRAINAGE PIPES SHALL BE MAINTAINED AT ALL TIMES. STORMWATER WILL BE

CONVEYED VIA EXISTING SWALES, DITCHES, OR PROPOSED DITCHES, EXISTING

AND PROPOSED STORM SEWERS.

19. DO NOT DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO

EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE

CONTRACTOR DESIRES TO DISCHARGE INTO EXISTING DITCHES OR CANALS A

SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO

AND APPROVED BY THE ENGINEER OF RECORD.

20. DURING DEWATERING OPERATIONS, THE CONTRACTOR SHALL NOT DISCHARGE

DIRECTLY TO RECEIVING WATERS, EXISTING CONVEYANCES TO RECEIVING

WATERS, OR WETLAND SYSTEMS. TEMPORARY SEDIMENT BASINS, TRAPS, OR

SILTATION REDUCTION DEVICES SHALL BE UTILIZED TO COLLECT THE DISCHARGE

FROM DEWATERING ACTIVITIES.

SOIL TRACKING PREVENTION DEVICE (STPD)

1. A STPD SHALL BE CONSTRUCTED AT LOCATIONS DESIGNATED BY THE ENGINEER

FOR POINTS OF EGRESS FROM UNSTABILIZED AREAS OF THE PROJECT TO PUBLIC

ROADS WHERE OFF SITE TRACKING OF MUD COULD OCCUR. TRAFFIC FROM

UNSTABILIZED AREAS OF THE CONSTRUCTION PROJECT SHALL BE DIRECTED

THROUGH STPD BARRIERS. FLAGGING, OR OTHER POSITIVE MEANS SHALL BE USED

AS REQUIRED TO LIMIT AND DIRECT VEHICULAR EGRESS ACROSS THE STPD.

2. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TECHNIQUE TO MINIMIZE OFF

SITE TRACKING OF SEDIMENT. THE ALTERNATIVE MUST BE REVIEWED AND

APPROVED BY THE ENGINEER PRIOR TO ITS USE.

3. ALL MATERIALS SPILLED, DROPPED, OR TRACKED ONTO PUBLIC ROADS

(INCLUDING THE STPD AGGREGATE AND CONSTRUCTION MUD) SHALL BE

REMOVED DAILY, OR MORE FREQUENTLY IF SO DIRECTED BY THE ENGINEER.

4. AGGREGATES SHALL BE FDOT SIZE #1 PER FDOT SPECIFICATION SECTION 901,

LATEST EDITION.

5. THE SWALE DITCH DRAINING THE STPD SHALL HAVE A 0.2% MINIMUM AND A 1.0%

MAXIMUM GRADE ALONG THE STPD AND TO THE SEDIMENT PIT.

6. MITERED END SECTIONS ARE NOT REQUIRED WHEN THE SIDE DRAIN PIPE

SATISFIES THE CLEAR ZONE REQUIREMENTS.

7. THE STPD SHALL BE MAINTAINED IN A CONDITION THAT WILL ALLOW IT TO

PERFORM ITS FUNCTION. TO PREVENT OFFSET TRACKING, THE STPD SHALL BE

RINSED (DAILY WHEN IN USE) TO MOVE ACCUMULATED MUD DOWNWARD

THROUGH THE STONE. ADDITIONAL STABILIZATION OF THE VEHICULAR ROUTE

LEADING TO THE STPD MAY BE REQUIRED TO LIMIT MUD TRACKED.

8. THE NOMINAL SIZE OF A STANDARD STPD IS 15'X50' UNLESS OTHERWISE SHOWN

IN THE PLANS. IF THE VOLUME OF ENTERING AND EXITING VEHICLES WARRANT, A

30' WIDTH STPD MAY BE USED IF APPROVED BY THE ENGINEER. WHEN A DOUBLE

WIDTH (30') STPD IS USED, THE PAY QUANTITY SHALL BE 2 FOR EACH LOCATION.

2' MIN.

APPROXIMATELY 8

INCHES OF FILTER FABRIC

MATERIAL MUST EXTEND

INTO A TRENCH AND BE

ANCHORED WITH

COMPACTED BACKFILL

MATERIAL

FILTER FABRIC MATERIAL

SECURELY FASTENED TO

THE POSTS OR WIRE MESH

IF USED.

APPROXIMATE

4"X4"

TRENCH

PLACE THE END POST OF

THE SECOND FENCE

INSIDE THE END POST OF

THE FIRST FENCE.

ROTATE BOTH POST AT

LEAST 180 DEGREES IN

A CLOCKWISE

DIRECTION TO CREATE A

TIGHT SEAL WITH THE

FABRIC MATERIAL

DRIVE BOTH POSTS

ABOUT 10 INCHES INTO

THE GROUND AND BURY

THE FLAP.

N.T.S.

FOR ADDITIONAL STRENGTH

FILTER FABRIC MATERIAL CAN BE

ATTACHED TO A 6" (MAX.) WIRE

MESH SCREEN WHICH HAS BEEN

FASTENED TO THE POSTS.

BACKFILLED TRENCH

SPACING OF POSTS TO

BE 6-10 FEET APART

FILTER FABRIC MATERIAL

1ST FENCE

2ND FENCE

DIRECTION OF

RUNOFF WATERS

WOOD OR STEEL

POSTS

RUNOFF

10" (MIN.)

SILT FENCE

EROSION CONTROL NOTES

ATTACHING TWO SILT FENCES

TYPICAL SECTION

SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L0.21

EROSION CONTROL

DETAIL & NOTES

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P

12"

HP

XX

X

X

EXISTING DAMAGED

TREE TO BE REMOVED

EXISTING FENCE

TO BE REMOVED

REMOVE EXISTING CONCRETE

LIGHT POLE, LIGHT FIXTURE AND

ALL POWER SUPPLY WIRE TO ITS

SOURCE

REMOVE EXISTING CONCRETE

LIGHT POLE, LIGHT FIXTURE AND

ALL POWER SUPPLY WIRE TO ITS

SOURCE

REMOVE EXISTING CONCRETE

LIGHT POLE, LIGHT FIXTURE AND

ALL POWER SUPPLY WIRE TO ITS

SOURCE

EXISTING METAL

FENCE TO BE REMOVED

EXISTING HANDICAP

PARKING SIGN TO BE

REMOVED

EXISTING NO PARKING

SIGN TO BE REMOVED

X X

SAW-CUT CURB AND

REMOVE

SAW-CUT CURB AT

PROPERTY LINE AND REMOVE

WHERE SHOWN

SAW-CUT CURB AT PROPERTY

LINE AND REMOVE WHERE

SHOWN

SAW-CUT CURB AT PROPERTY LINE AND

REMOVE WHERE SHOWN

HPHP

004003

REMOVE EXISTING PAVEMENT

EXISTING FENCE

TO BE REMOVED

TREE PROTECTION BARRIER,

SEE DETAIL 1/L0.20

X

X X

PROVIDE 950 L.F. OF

SILT PROTECTION FENCE,

SEE SHEET L0.21

PAVEMENT FOR DEMOLITION

(REMOVE ALL PAVEMENT WITHIN

CONSTRUCTION BOUNDARY)

DEMOLTION LEGEND

EXISTING LIGHTS TO BE SALVAGED AND

RETURNED TO OWNER

EXISTING GRADE

EXISTING LAUREL OAK TREE

EXISTING PINE TREE

EXISTING JUNIPER TREE

EXISTING BLACK OLIVE TREE

X TREES TO BE REMOVED

EXISTING CURB TO BE REMOVED

HP

EXISTING NO PARKING SIGN TO BE

REMOVED

EXISTING HANDICAP PARKING SIGN

TO BE REMOVED

TREE IDENTIFICATION TAG

MULCH AREA, (SEE PLANTING

SHEETS FOR SPECIFICATIONS)

SILT PROTECTION FENCE, (SEE EROSION

CONTROL SHEET L0.21 FOR DETAIL &

SPECIFICATIONS)

TREE REMOVAL CODE

4" - 7.99"

8" - 30"

30"+

EXISTING TREE SIZE

(DIAMETER)

2"

2"

2"

2:1

4:1

10:1

REPLACEMENT

CALIPER (MIN.)

RATIO OF

REPLACEMENT

8"-30"

4" - 8" 2"

Per PCD Director Approval

2:1

1:12"

PROTECTED SPECIES TO BE

REMOVED

Live/Laurel Oak

Significant Live/Laurel Oak

Grand Tree

All other Significant trees

Significant Stands Live/Laurel Oak

All other Non- Significant trees

ACCEPTABLE REPLACEMENT SPECIES

Live Oak

Live Oak

Live/Laurel Oak of Similar Native (Species)

Native species

Native species

Live Oak of Similar Native Species

TREE COMPENSATION

12"

EXISTING TREE SIZE

(DIAMETER)

REQUIRED REPLACEMENT

CALIPER (MIN.)

SPECIES

TO BE REMOVED

Pine Tree

ACCEPTABLE

REPLACEMENT SPECIES

STATUS

Unhealthy

10" 2" 4:1Live Oak ( Significant Oak)

Live Oak

TREE ID # TOTAL CAL.

REQUIRED

002 Healthy

003 10" 2" 4:1Live Oak ( Significant Oak)

Live OakHealthy

Black Olive Tree (Non- Significant Tree)

20"004 2" 1:1 Native SpeciesHealthy

14" 2" 4:1Live Oak ( Significant Oak)

Live Oak005 Healthy

Juniper Tree (Non- Significant Tree)

10" (4 No.s)006 - - -Unhealthy

Juniper Tree (Non- Significant Tree)

10"007 - - -Unhealthy

008 - -Unknown Multi- Stem -Unhealthy

REQUIRED

QUANTITY

8"

8"

2"

8"

TOTAL QUANTITY 26"

Live Oak ( Significant Oak)

18" Unhealthy009 - - --

SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L0.22

DEMOLITION AND

TREE PROTECTION

4020100N

NOTE: SEE SHEET L3.00 FOR TOTAL COMPENSATORY

TREE CALIPER INCHES PROVIDED BY THE PROJECT.

%%U12.3'

SITE SPECIFICATIONS

CONCRETE PAVEMENTS:

1. CONCRETE PAVEMENT - TYPE A:

1.1. COLOR: TYPICAL FLORIDA WHITE

1.2. STRENGTH: 3000 PSI

1.3. TYPICAL FINISH: LIGHT SAND FINISH

1.4. VALUE ENGINEERING FINISH: (ADD ALTERNATE) LIGHT BROOM FINISH

1.5. SUBMITTAL:

1.5.1. CONTRACTOR TO COORDINATE MOCK-UP FOR REVIEW. COORDINATE

LOCATION AND SIZE WITH LANDSCAPE ARCHITECT PRIOR TO FIRST

ALL-TEAM MEETING.

2. CONCRETE PAVEMENT - TYPE B

2.1. COLOR: BLUE, TO MATCH RUBBERIZED SURFACE

2.2. STRENGTH: 3000 PSI

2.3. TYPICAL FINISH: MEDIUM BROOM FINISH

2.4. SUBMITTALS: SUBMIT COLOR SAMPLE WITH RUBBER SURFACE TYPE A.

2.4.1. CONTRACTOR TO COORDINATE MOCK-UP FOR REVIEW. COORDINATE

LOCATION AND SIZE WITH LANDSCAPE ARCHITECT PRIOR TO FIRST

ALL-TEAM MEETING.

3. HEXAGON PAVERS:

3.1. MATERIAL: 5000 PSI HARD ROCK CONCRETE, TYPE III CEMENT

3.2. COLOR: PEBBLE (1824), FRENCH GREY (1804), PORCELAIN (1813)

3.3. FINISH: LIGHT SANDBLAST

3.4. SUBMITTALS: SUBMIT PRODUCT INFO. SUBMIT COLOR MIX MOCKUP (NOT

STRUCTURALLY FINISHED)

GRAVEL

1. CRUSHED GRAVEL:

1.1. MATERIAL: LIMEROCK SCREENINGS

1.1. SIZE: MIN. 1/16" - MAX. 3/8"

1.2. COLOR: WHITE

1.3. INTEGRAL MATERIAL: DISCUSS ADD MIXTURE OR CEMENT FOR

STABILIZATION WITH LANDSCAPE ARCHITECT

1.4. SUBMITTALS: SUBMIT SAMPLE

ARTIFICIAL TURF:

1. ARTIFICIAL TURF - TYPE A:

1.1. MATERIAL: PLAYGROUND GRASS

1.2. COLOR: LIGHT GREEN /AS PER APPROVAL

1.3. SUBMITTALS: SUBMIT SAMPLE

2. ARTIFICIAL TURF - TYPE B:

2.1. MATERIAL: PLAYGROUND GRASS

2.2. COLOR: DARK GREEN /AS PER APPROVAL

2.3. SUBMITTALS: SUBMIT SAMPLE

RUBBER SURFACE:

1. RUBBER SURFACE - TYPE A:

1.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM) POURED IN

PLACE SAFETY SURFACING

1.2. COLOR: LIGHT BLUE

2. RUBBER SURFACE - TYPE B:

2.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM) POURED IN

PLACE SAFETY SURFACING

2.2. COLOR: MEDIUM BLUE

3. RUBBER SURFACE - TYPE C:

3.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM) POURED IN

PLACE SAFETY SURFACING

3.2. COLOR: YELLOW

FENCE:

1. FENCE TYPE A:

1.1. NOTE: FENCE WILL BE PURCHASED AND PROVIDED BY OWNER. SECTIONS

NEAR ENTRY GATES WILL NEED MODIFICATIONS AND SHOULD BE INCLUDED

IN BASE BID. FENCING PURCHASE ORDER WILL BE FURNISHED UPON

REQUEST. THE STRUCTURE SHALL BE DESIGNED TO BE HURRICANE

TOLERANT

2. FENCE TYPE B:

2.1. PRODUCT: 4' X 50' WOOD SNOW/ SAND FENCE

2.2. MATERIAL: WOOD

2.3. MANUFACTURER: TBD

2.4. PRODUCT CODE: TBD

2.5. FINISH: NATURAL

2.6. NOTE: THE STRUCTURE SHALL BE DESIGNED TO BE HURRICANE TOLERANT

2.7. SUBMITTALS: SUBMIT SHOP DRAWINGS

SHADE STRUCTURE

1. PATIO SHADE STRUCTURE:

1.1. MODEL: POLIGON SHELTER TRE25X45

1.1. SIZE: 45' (LENGTH) X 25' (BREADTH) X 10' (CLEAR HEIGHT)

1.2. NOTE: THE STRUCTURE SHALL BE DESIGNED TO BE HURRICANE TOLERANT

1.3. SUBMITTALS: SUBMIT PRODUCT MATERIAL. SUBMIT SHOP DRAWINGS

ENTRY GATE

1. NORTH ENTRY GATE:

1.1. NOTE: 7' X 4' SOLID SURFACE ALUMINUM LOCKABLE GATE WITH

PUSH BAR FOR EXITING. ALUMINIUM SHEATHING ENCLOSURE ON TOP

AND SIDE FACES OF THE GATE. TWO REQUIRED FOR THIS ENTRY.

1.2. THE STRUCTURE SHALL BE HURRICANE TOLERANT

1.3. SUBMITTALS: SUBMIT SHOP DRAWINGS

2. SOUTH ENTRY GATE & ARBOR:

2.1. NOTE: 7' X 4' SOLID SURFACE ALUMINUM LOCKABLE GATE WITH

PUSH BAR FOR EXITING. TWO REQUIRED FOR THIS ENTRY.

2.2. ARBOR FRAME, WITH LOUVERED ROOF STRUCTURE, TO MATCH THE PATIO

SHADE STRUCTURE IN DESIGN INTENT

2.3. COLOR: DAFFODIL YELLOW

2.4. FINISH: POWDER COATED

2.5. THE STRUCTURE SHALL BE DESIGNED TO BE HURRICANE TOLERANT

2.6. SUBMITTALS: SUBMIT SHOP DRAWINGS

POST

1. FLAG POST:

1.1. NOTE: FLAG POST STRUCTURE SHALL BE DESIGNED TO BE HURRICANE

TOLERANT.

1.2. SUBMITALS: SUBMIT SHOP DRAWINGS

PANEL SIGNAGE

1. ENTRY SIGN:

1.1. NOTE: ENTRY SIGN STRUCTURE SHALL BE DESIGNED TO BE HURRICANE

TOLERANT.

1.2. SUBMITALS: SUBMIT SHOP DRAWINGS

2. MONUMENT SIGN:

2.1. NOTE: MONUMENT SIGN STRUCTURE SHALL BE DESIGNED TO BE HURICANE

TOLERANT.

2.2. SUBMITTALS: SUBMIT SHOP DRAWINGS

HARDSCAPE NOTES

1. AT NO TIME DURING CONSTRUCTION SHALL ANY MATERIAL STAGING,

MIXING, STORAGE, DEBRIS, OR SPOILS FROM CONSTRUCTION OCCUPY

AREAS OF PROPOSED PLANTING. ALL AREAS OF PROPOSED PLANTING TO

BE THOROUGHLY SCREENED UPON COMPLETION OF CONSTRUCTION FOR

REMOVAL OF ALL CONSTRUCTION DEBRIS THAT MAY REMAIN.

2. PLANTING SOILS TO BE REVIEWED AND APPROVED BY LANDSCAPE

ARCHITECT PRIOR TO PLANTING. SEE L3.00 SHEET FOR SOIL

SPECIFICATIONS.

3. ALL SIDEWALKS SHALL MEET ADA REQUIREMENTS.

4. SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% OF ITS

MAXIMUM DENSITY, UNIFORMLY.

MOCK UP: CONTRACTOR SHALL VERIFY AT PRE- CONSTRUCTION MEETING

PHYSICAL EVIDENCE OF 95% UNIFORM COMPACTION.

5. INSTALL ARTIFICIAL TURF AND RUBBERIZED SURFACE PER

MANUFACTURERS INSTRUCTIONS.

6. MATERIAL QUANTITIES ARE PROVIDED FOR BIDDING ASSISTANCE ONLY.

THE CONTRACTOR IS RESPONSIBLE FOR FINAL MATERIAL QUANTITIES

AND INSTALLATION PER PLANS.

PLAY EQUIPMENTS:

1. GORIC BALL - LARGE - FULL:

1.1. MANUFACTURER: REP SERVICES EQUIPMENT

1.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM)

1.2. PRODUCT: GORIC BALL - LARGE

1.3. SHAPE: FULL BALL

1.4. SIZE: 695 MM DIA.

1.5. COLOR: PER PLANS

2. GORIC BALL - MEDIUM - FULL:

2.1. MANUFACTURER: REP SERVICES EQUIPMENT

2.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM)

2.2. PRODUCT: GORIC BALL - MEDIUM

2.3. SHAPE: FULL BALL

2.4. SIZE: 500 MM DIA.

2.5. COLOR: PER PLANS

3. GORIC BALLS - SMALL - FULL:

3.1. MANUFACTURER: REP SERVICES EQUIPMENT

3.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM)

3.2. PRODUCT: GORIC BALLS - SMALL

3.3. SHAPE: FULL BALL

3.4. SIZE: 345 MM DIA.

3.5. COLOR: PER PLANS

4. GORIC BALL - LARGE - HALF:

4.1. MANUFACTURER: REP SERVICES EQUIPMENT

4.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM)

4.2. PRODUCT: GORIC BALL - LARGE

4.3. SHAPE: HALF BALL

4.4. SIZE: 695 MM DIA.

4.5. COLOR: PER PLANS

5. GORIC BALL - MEDIUM - HALF:

5.1. MANUFACTURER: REP SERVICES EQUIPMENT

5.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM)

5.2. PRODUCT: GORIC BALL - MEDIUM

5.3. SHAPE: HALF BALL

5.4. SIZE: 500 MM DIA.

5.5. COLOR: PER PLANS

6. GORIC BALLS - SMALL - HALF:

6.1. MANUFACTURER: REP SERVICES EQUIPMENT

6.1. MATERIAL: ETHYLENE PROPYLENE DIENE MONOMER (EPDM)

6.2. PRODUCT: GORIC BALLS - SMALL

6.3. SHAPE: HALF BALL

6.4. SIZE: 345 MM DIA.

6.5. COLOR: PER PLANS

7. TREKFIT BAMBOO JUNGLE:

7.1. MANUFACTURER: TREKFIT

7.1. PRODUCT CLASS: URBAN OBSTACLES

7.2. PRODUCT: BAMBOO JUNGLE: 26 POSTS JUNIOR

7.3. PRODUCT CODE: 5439-032

7.4. FINISH: AS PER MANUFACTURER/APPROVAL

8. BASKETBALL SYSTEM:

8.1. MANUFACTURER: BISON SPORTS

8.1. PRODUCT: 4-1/2" HEAVY DUTY FINISHED ALUMINUM FAN

PLAYGROUND BASKETBALL SYSTEM

8.2. PRODUCT CODE: PR52XL

8.3. FINISH: AS PER MANUFACTURER

8.4. SUBMITTALS: SUBMIT PRODUCT INFO

9. POD CLIMBER 8" DB

9.1. MANUFACTURER: LANDSCAPE STRUCTURES

9.1. PRODUCT CLASS: FORMA 5-12- CLIMBERS

9.2. MODEL NO: IP120710A-001

9.3. SUBMITTALS: SUBMIT PRODUCT INFO

10. POD CLIMBER 16" DB

10.1. MANUFACTURER: LANDSCAPE STRUCTURES

10.1. PRODUCT CLASS: FORMA 5-12- CLIMBERS

10.2. MODEL NO: IP120711A-001

10.3. SUBMITTALS: SUBMIT PRODUCT INFO

11. NOODLE POD DB ONLY - 16" POD HEIGHT DB ONLY

11.1. MANUFACTURER: LANDSCAPE STRUCTURES

11.1. PRODUCT CLASS: FORMA 5-12- CLIMBERS

11.2. MODEL NO: IP158108B-001

11.3. SUBMITTALS: SUBMIT PRODUCT INFO

12. NOODLE POD DB ONLY - 24" POD HEIGHT DB ONLY

12.1. MANUFACTURER: LANDSCAPE STRUCTURES

12.2. PRODUCT CLASS: FORMA 5-12- CLIMBERS

12.3. MODEL NO: IP158108C-001

12.4. SUBMITTALS: SUBMIT PRODUCT INFO

13. DOUBLE NOODLE POD DB - 8" & 16" POD HEIGHT DB ONLY

13.1. MANUFACTURER: LANDSCAPE STRUCTURES.

13.2. PRODUCT CLASS: FORMA 5-12- CLIMBERS

13.3. MODEL NO: IP164157A-001

13.4. SUBMITTALS: SUBMIT PRODUCT INFO

14. WOOBLE POD DB ONLY

14.1. MANUFACTURER: LANDSCAPE STRUCTURES

14.2. PRODUCT CLASS: FORMA 5-12- KIDS IN MOTION

14.3. MODEL NO: IP158105A-001

14.4. SUBMITTALS: SUBMIT PRODUCT INFO

15. WELCOME SIGN (LSI PROVIDED)

15.1. MANUFACTURER: LANDSCAPE STRUCTURES

15.2. PRODUCT CLASS: FORMA 5-12- SIGNS

15.3. MODEL NO: FA307427A-001

15.4. SUBMITTALS: SUBMIT PRODUCT INFO

16. FORMA ALPINE SLIDE DB

16.1. MANUFACTURER: LANDSCAPE STRUCTURES

16.2. PRODUCT CLASS: FORMA 5-12 - SLIDES & GLIDERS

16.3. MODEL NO: FA307427A-001

16.4. SUBMITTALS: SUBMIT PRODUCT INFO

17. CURVED BALANCE BEAM DB

17.1. MANUFACTURER: LANDSCAPE STRUCTURES

17.2. PRODUCT CLASS: FORMA 5-12- SPORTS & FITNESS

17.3. MODEL NO: IP100041A-001

17.4. SUBMITTALS: SUBMIT PRODUCT INFO

18. FORMA SWING FRAME DB ONLY

18.1. MANUFACTURER: LANDSCAPE STRUCTURES

18.2. PRODUCT CLASS: FORMA 5-12 - SWINGS

18.3. MODEL NO: IP307429A-001

18.4. SUBMITTALS: SUBMIT PRODUCT INFO

19. BELT SEAT SWING - PROGUARD CHAINS FOR 8' BEAM HEIGHT

19.1. MANUFACTURER: LANDSCAPE STRUCTURES

19.2. PRODUCT CLASS: FORMA 5-12 - SWINGS

19.3. MODEL NO: IP174018A-001

19.4. SUBMITTALS: SUBMIT PRODUCT INFO

20. MOLDED BUCKET SEAT W/HARNESS - PROGUARD CHAINS FOR 8'

BEAM HEIGHT

20.1.MANUFACTURER: LANDSCAPE STRUCTURES

20.2.PRODUCT CLASS: FORMA 5-12 - SWINGS

20.3.MODEL NO: IP177351A-001

20.4. SUBMITTALS: SUBMIT PRODUCT INFO

MATERIAL / ITEM QUANTITY

CONCRETE PAVEMENT TYPE A 5340 SQ.FT.

CONCRETE PAVEMENT TYPE B 1862 SQ.FT.

3/8" EXPANSION JOINT 53 SQ.FT.

STEEL EDGER 64 L.F.

TRUNCATED DOMES 49 SQ.FT.

HEXAGON PAVERS 1125 SQ.FT.

CRUSHED GRAVEL 595 SQ.FT.

ARTIFICIAL TURF - TYPE A 2162 SQ.FT.

ARTIFICIAL TURF - TYPE B 1800 SQ.FT.

RUBBER SURFACE - TYPE A 2931 SQ.FT.

RUBBER SURFACE - TYPE B 506 SQ.FT.

RUBBER SURFACE - TYPE C 845 SQ.FT.

FENCE TYPE A 892 L.F.

FENCE TYPE B 167 L.F.

ENGINEERED MULCH 2006 SQ.FT.

GORIC BALLS - LARGE - FULL 2 EACH

GORIC BALLS - LARGE - HALF 14 EACH

GORIC BALLS - MEDIUM - FULL 4 EACH

GORIC BALLS - MEDIUM - HALF 9 EACH

GORIC BALLS - SMALL - FULL 1 EACH

GORIC BALLS - SMALL - HALF 19 EACH

TREKFIT BAMBOO JUNGLE 1 EACH

BASKETBALL HOOP 1 EACH

POD CLIMBER 8" DB 3 EACH

POD CLIMBER 16" DB 2 EACH

NOODLE POD DB ONLY - 16" POD 2 EACH

NOODLE POD DB ONLY - 24" POD 2 EACH

DOUBLE NOODLE POD DB - 8"-

16" POD 1 EACH

WOOBLE POD DB ONLY 3 EACH

PLAYGROUND WELCOME SIGN 1 EACH

FORMA ALPINE SLIDE DB 1 EACH

CURVED BALANCE BEAM DB 1 EACH

FORMA SWING FRAME DB ONLY 1 EACH

BELT SEAT SWING - PROGUARD

CHAINS FOR 8' BEAM HEIGHT 1 EACH

MOLDED BUCKET SEAT W/

HARNESS 1 EACH

FLAG POST 1 EACH

SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L1.00

HARDSCAPE NOTES

& SPECIFICATIONS

MATERIALS LEGEND

EXISTING WALL

CAFE TABLE

(SEE FURNISHING SHEETS)

WASTE RECEPTACLE

(SEE FURNISHING SHEETS)

FENCE TYPE A

SEE SPECS SHEET L1.00

SLIM FIXTURE LIGHT

(SEE LIGHTING SHEETS L5.10)

CONCRETE PAVEMENT - TYPE B

(SEE DETAIL 9/L1.21)

UPLIGHT

(SEE LIGHTING SHEETS L5.00)

ARTIFICIAL TURF - TYPE A

WATER FOUNTAIN

(SEE IRRIGATION SHEETS)

DECORATIVE POST TOP LIGHT

(SEE LIGHTING SHEETS L5.10)

PAVERS, MIX COLORS EVENLY

(SEE DETAIL 6/L1.21)

CRUSHED GRAVEL

ARTIFICIAL TURF - TYPE B

RUBBER SURFACE - TYPE A

RUBBER SURFACE - TYPE B

RUBBER SURFACE - TYPE C

T

STEEL EDGER

(SEE HARDSCAPE SPECS)

TRUNCATED DOMES

(SEE HARDSCAPE SPECS)

CONCRETE PAVEMENT - TYPE A

SEE DETAIL 1/L1.21

EXPANSION JOINT,

SEE DETAIL 2/L1.21

SAW CUT CONTROL JOINT,

(SEE PLANS AND ENLARGEMENTS FOR

PLACEMENT)

FENCE TYPE B

SEE 1/L3.21

BIKE RACK

(SEE FURNISHING SHEET L6.00)

GORIC BALLS (3 SIZES) - PLAY STRUCTURE

ENGINEERED WOOD FIBER MULCH

STRUCTURAL FOOTINGS

FLAG POST

SITE

TRIANGLE

T

T

T

T

MATCH SHEET L1.11

MATCH SHEET L1.12

MATCH SHEET L1.13

MATCH SHEET L1.13 MATCH SHEET L1.12

MATCH SHEET L1.11

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P

NORTH ENTRY GATE,

SEE 2/L1.22

PATIO SHADE STRUCTURE,

SEE SPECS L1.00

SOUTH ENTRY GATE &

ARBOR, SEE 1/L1.23

1. FOLLOW PLANS FOR CONCRETE HARDSCAPE JOINTING.

SUBMIT MOCKUP OF AGREED UPON AREA.

2. SEE SHEET L1.14 FOR PLAYGROUND EQUIPMENT AND

FOOTING LOCATIONS.

MATERIALS NOTES

SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L1.10

OVERALL

MATERIALS PLAN

4020100

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T

MATCH SHEET L1.11

MATCH SHEET L1.12

MATCH SHEET L1.13

MATCH SHEET L1.11

18'

10'

12'

15'

45'

STEEL EDGE,

SEE DETAIL 8/L1.21

8" CONCRETE BAND,

TOTAL LENGTH - 78'

SEE DETAIL 5/L1.21

R12'-6"

13'- 0"

1'

-0

52'-0" 18'-0"

'-0

41'-6"

5'

-0

8" CONCRETE BAND,

SEE DETAIL 5/L1.21

8" CONCRETE BAND,

SEE DETAIL 5/L1.21

4" CONCRETE BAND,

MONUMENT SIGN,

SEE 2/L6.11

ENTRY SIGN,

SEE 1/L6.11

MATERIALS LEGEND

CAFE TABLE

(SEE FURNISHING SHEETS)

WASTE RECEPTACLE

(SEE FURNISHING SHEETS)

SLIM FIXTURE LIGHT

(SEE LIGHTING SHEETS L5.10)

UPLIGHT

(SEE LIGHTING SHEETS L5.00)

WATER FOUNTAIN

(SEE IRRIGATION SHEETS)

DECORATIVE POST TOP LIGHT

(SEE LIGHTING SHEETS L5.10)

CRUSHED GRAVEL

ENGINEERED WOOD FIBER MULCH

T

CONCRETE PAVEMENT - TYPE B

CONCRETE PAVEMENT - TYPE A

SEE DETAIL 1/L1.21

EXPANSION JOINT,

SEE DETAIL 2/L1.21

SAW CUT CONTROL JOINT,

(SEE PLANS AND ENLARGEMENTS FOR

PLACEMENT)

RUBBER SURFACE - TYPE A

RUBBER SURFACE - TYPE B

RUBBER SURFACE - TYPE C

GORIC BALLS (3 SIZES) - PLAY STRUCTURE

FENCE TYPE A

SEE SPECS SHEET L1.00

CONCRETE PAVEMENT - TYPE B

(SEE DETAIL 9/L1.21)

PAVERS, MIX COLORS EVENLY

(SEE DETAIL 6/L1.21)

FENCE TYPE B

SEE 1/L3.21

BIKE RACK

(SEE FURNISHING SHEET L6.00)

STRUCTURAL FOOTINGS

SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L1.11

LAYOUT PLAN

ENLARGEMENTS

PLAN ENLARGEMENT

SCALE: 1" = 10' - 0"1

NOTE: FURNISHING AND LIGHTING INFORMATION IS SHOWN ON OTHER SHEETS.

L1.22

201050

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MATCH SHEET L1.11

MATCH SHEET L1.12

MATCH SHEET L1.13

MATCH SHEET L1.13 MATCH SHEET L1.12

MATCH SHEET L1.11

'-2

14'-1"

11'-1"

6'

2'-3"

'-5"

6'8'

2'-3"

2' -3

2'

-3

52'- 6"

P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P 6'

-9

2' -0

3'

-3

EXISTING WOOD

POWER POLE

EXISTING WATER

VALVE BOX (VERIFY)

EXISTING WOOD

POWER POLE

EXISTING WOOD

POWER POLE

TREE CUTOUT,

SEE DETAIL 4/L1.24

5'-0"

113' -0"

12'-8"

'-1

SOUTH ENTRY GATE

AND ARBOR, SEE 1/L1.23

70'-8"

28'-9"

30'-6"

LOCATION OF NEW WATER METER &

IRRIGATION VALVE CONTROLS WITH

ELECTRIC SERVICE METER

MATERIALS LEGEND

CAFE TABLE

(SEE FURNISHING SHEETS)

WASTE RECEPTACLE

(SEE FURNISHING SHEETS)

SLIM FIXTURE LIGHT

(SEE LIGHTING SHEETS L5.10)

UPLIGHT

(SEE LIGHTING SHEETS L5.00)

WATER FOUNTAIN

(SEE IRRIGATION SHEETS)

DECORATIVE POST TOP LIGHT

(SEE LIGHTING SHEETS L5.10)

CRUSHED GRAVEL

ENGINEERED WOOD FIBER MULCH

T

CONCRETE PAVEMENT - TYPE B

CONCRETE PAVEMENT - TYPE A

SEE DETAIL 1/L1.21

EXPANSION JOINT,

SEE DETAIL 2/L1.21

SAW CUT CONTROL JOINT,

(SEE PLANS AND ENLARGEMENTS FOR

PLACEMENT)

RUBBER SURFACE - TYPE A

RUBBER SURFACE - TYPE B

RUBBER SURFACE - TYPE C

GORIC BALLS (3 SIZES) - PLAY STRUCTURE

FENCE TYPE A

SEE SPECS SHEET L1.00

CONCRETE PAVEMENT - TYPE B

(SEE DETAIL 9/L1.21)

PAVERS, MIX COLORS EVENLY

(SEE DETAIL 6/L1.21)

FENCE TYPE B

SEE 1/L3.21

BIKE RACK

(SEE FURNISHING SHEET L6.00)

STRUCTURAL FOOTINGS

SUBMITTAL

DATE

REVISIONS

PROJECT

LOVE PARK

RENOVATION

ADDRESS

181 11TH AVE W.

BRADENTON, FL 34205

CONTACT

CHRIS A. MUNYON,

CRA MANAGER,

COMMUNITY

REDEVELOPMENT AGENCY

OF THE CITY OF BRADENTON,

101 OLD MAIN STREET -

CITY HALL,

BRADENTON, FL 34205

(941) 932 9488

SEAL/SIGNATURE

SHEET

BID DOCUMENT

10/02/2025

L1.12

LAYOUT PLAN

ENLARGEMENTS

PLAN ENLARGEMENT

SCALE: 1" = 10'-0"1

L3.21

NOTE: SEE L1.14 FOR ALL PLAY EQUIPMENT MATERIALS

AND LAYOUT

201050

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SITE

TRIANGLE

T

MATCH SHEET L1.13

MATCH SHEET L1.13 MATCH SHEET L1.12

MATCH SHEET L1.11

8'

6'

103'- 8"

12'-9"3'- 9"

'-4

3'

6'

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

P P

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P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P P

9'

EXISTING STOP SIGN

EXISTING UTILITY POLE

90' -0"

'-2

121' -0"

'-6

CONCRETE CURB, SEE 3/L1.21

1' -6

'-9

15', TYP. 15', TYP.

'-1

4" CONCRETE BAND,

SEE DETAIL 4/L1.21

8" CONCRETE BAND,

SEE DETAIL 5/L1.21

32'

41'

ACCESSIBLE RAMP,

SEE 1/L1.22

ENTRY SIGN,

SEE 1/L6.11

MONUMENT SIGN,

SEE 2/L6.11

MATERIALS LEGEND

CAFE TABLE

(SEE FURNISHING SHEETS)

WASTE RECEPTACLE

(SEE FURNISHING SHEETS)

SLIM FIXTURE LIGHT

(SEE LIGHTING SHEETS L5.10)

UPLIGHT

(SEE LIGHTING SHEETS L5.00)

WATER FOUNTAIN

(SEE IRRIGATION SHEETS)

DECORATIVE POST TOP LIGHT

(SEE LIGHTING SHEETS L5.10)

CRUSHED GRAVEL

ENGINEERED WOOD FIBER MULCH

T

CONCRETE PAVEMENT - TYPE B

CONCRETE PAVEMENT - TYPE A

SEE DETAIL 1/L1.21

EXPANSION JOINT,

SEE DETAIL 2/L1.21

SAW CUT CONTROL JOINT,

(SEE PLANS AND ENLARGEMENTS FOR

PLACEMENT)

RUBBER SURFACE - TYPE A

RUBBER SURFACE - TYPE B

RUBBER SURFACE - TYPE C

GORIC BALLS (3…