Construction of Amenities at Port Charlotte Beach Park

PURCHASING DIVISION
Charlotte County Administration Center
18500 Murdock Circle, Suite 344
Port Charlotte, Florida 33948-1094
Phone 941.743.1378
Fax 941.743.1384
TO: PROSPECTIVE BIDDERS
DATE: SEPTEMBER 15, 2026
BID OPENING DATE: SEPTEMBER 30, 2026, AT 2:00 p.m. (EST)
RE: ADDENDUM #3, BID NO. 20260623, CONSTRUCTION OF AMENITIES AT PORT CHARLOTTE BEACH PARK
Bidders are hereby notified that this addendum shall be made a part of the above-named proposal and contract documents.
The following is issued to modify, and/or clarify the proposal and contract documents. These items shall have the same force and
effect as the original bid and contract documents, and bids to be submitted on the specified date shall conform with the additions,
deletions and revisions as listed herein.
ITEM #1 QUESTIONS/ANSWERS:
Q1: Can an electrical drawing be provided for the power source, route, and materials for the structures on page
CS-2.00?
A1: There is electric onsite from already from the previous shelter that was damaged by the hurricanes.
Q2: Will the County allow for time extensions if the playground manufacturer causes a delay in the schedule?
A2: The County expects the Contractor to order the material and coordinate with REP Services in a timely
manner. The County will provide time extensions if the Contractor can prove that the delay was due to
the manufacturer and not a lack of coordination on their part.
Q3: Sheet CS-2.02 states 6" Bollards, but plans do not show any Bollards.
A3: The bollards have been added to the plans, please see attached revised plan sheet.
Q4: Sheet HS 1.08 shows Sidewalk between Bocce Courts. Sheet CS-2.00 does not show Sidewalks between
Courts.
A4: This project does not have sidewalks in between the Bocce Courts.
Q5: We need to know if the Sea Grape Multi stem 2" cal is per stalk or cumulative?
A5: Cumulative.
Q6: The plan callouts show - please confirm which is to be bid:
a. 66 Cocoplums, one more than the schedule.
b. 39 Muhly Grasses, which is 23 fewer than the schedule.
A6: Please refer to the updated Landscape Plan from Addendum 2. The bid schedule and the revised
plan quantities match with 65 Cocoplum and 62 Muhly Grass.
Q7: Can additional clarification be provided on what exactly this Summit LSI Certification is?
A7: The Summit LSI certification is specifically for companies which are certified to install REP Services
playground equipment.
BID NO. 20260623, ADDENDUM NO. 3

Q8: Can subs provide their LSI Certification and CPSI Certification to the GC for the bid, as it listed as a
requirement in the bid form?
A8: Yes, the subcontractors can hold the Summit LSI and CPSI certifications for this project. These
certifications do need to be submitted with the bid submittal.
Q9: How Many benches to be supplied by Charlotte County and to be installed by GC?
A9: The County will supply and install all the benches for the project. The GC is not responsible for any
of them.
Q10: Is there an onsite water source?
A10: Yes, the Contractor can use the existing water source which is located by the public restroom on
the property without requiring additional metering.
Q11: Was the prebid from September 10, 2026 mandatory or can a Contractor still submit a bid without attending
the prebid?
A11: The prebid was non-mandatory. Yes, the Contractor can still submit a bid without attending the
prebid.
ITEM #2 CLARIFICATION: REP Services is responsible for all the footers, curbing along the border of the
playground, and ramps for the playground equipment and shade structures. This work should be
included in the quote that Contractors receive from REP Services.
ITEM #3 CLARIFICATION: The public restroom and tennis courts will remain open during the construction of this
project.
ITEM #4 DELETE AND REPLACE: Please DELETE Sheet CS-2.00 and Sheet CS-3.00 from the revised plan set in
addendum 2 and REPLACE with the attached revised sheets CS-2.00 and CS-3.00.
This addendum is binding and is to be considered as if contained within the original bid documents of Bid No. 20260623. Bidders
are required to acknowledge receipt of this addendum on their bid forms.
Kimberly A. Corbett, C.P.M., CPPB
Senior Division Manager - Purchasing
KAC/kv
BID NO. 20260623, ADDENDUM NO. 3

CC
OO
LL
LL
EE
EE
NN
SS
TT
RR
EE
N: 955646.32 5' TRANSITION, EE
E: 620303.11 TYPE "D" TO TYPE "M" CURB TT
TYPE "M" CURB 55
00''
XX WW EE RR//
N: 955555.59
E: 620329.36
N: 955543.88
E: 620343.03
EXISTING TENNIS COURT
CONNECT TO EXISTING SHELTER
TO REMAIN
CONCRETE SIDEWALK (12' x 18')
WITH FLUSH TRANSITION
N: 955493.84
E: 620176.19
10' SPORT COURT FENCE
TRASH RECEPTICLE (TYP.) 5' (BY OTHERS)
N: 955479.82
E: 620175.55
SHADE AWNING N: 955484.55
(35' x 15') E: 620370.32
N: 955456.55 5'
E: 620155.06
BIKE RACK
CONNECT TO EXISTING CONCRETE
SIDEWALK WITH FLUSH TRANSITION
TENNIS/PICKLEBALL COURT
B O
C
C E C PROJECT BOUNDARY O U N: 955443.66 R T E: 620254.66
5' B O
C
C E C N: 955413.77 O U E: 620250.63 R
T
N: 955413.55
E: 620267.77 N: 955428.54
5
7' BASKETBALL COURT
E: 620407.66
CONNECT TO EXISTING 8
3.
5' 5'
CONCRETE SIDEWALK PLAYGROUND N: 955397.46
WITH FLUSH TRANSITION (6,500 SF ) 5' N: 955389.19 E: 620460.06
E: 620389.82
SHADE AWNING
N
E:
:
6
9
2
5
0
5
0
3
8
8
1
5
.
.
8
0
9
1 55.88' 95.71' (35' x 15')
SHELTER
C
O R N: 955358.73 (40' x 40') N H E: 620415.75
O N: 955357.89
4' 4 0. 2 6' N E : : 9 6 5 2 5 0 3 2 9 3 0 0 . . 5 1 0 5 (W/ELECTRICAL SERVICE) N: 955378.20 LE C O E: 620423.04 CONNECT TO EXISTING
E: 620296.59 U R T SHELTER CONCRETE SIDEWALK WITH
(12' x 18') FLUSH TRANSITION
5' N: 955348.77 EXISTING PARK
N E : : 9 6 5 2 5 0 3 1 4 2 2 9 . . 6 9 7 2 2 1 .1 8 ' 2 0' N E : : 9 6 5 2 5 0 3 3 5 4 7 5 . . 8 6 6 8 N E: : 6 9 2 5 0 5 3 3 6 5 0 5 . . 4 2 2 5 HO RSE SHO E CO URT E: 620430.84 SIGNS (TYP) N E: : 6 9 2 5 0 5 5 3 4 3 2 8 .7 .5 1 9 HH AA RR BB OO RR
BB WW
N E: : 6 9 2 5 0 5 2 3 7 4 0 8 .1 .1 7 7 > >> > > > LL VV DD 00'' RR //
> > 77
BASELINE OF > >> > EE XX EXISTING OUTDOOR RESTROOM 1' (W/ELEC ( S T 7 H R 0' E I C x L A T 3 E L 4 R ' S ) ERVICE) CONSTRUCTION 2 1. 8 9' N E: : 6 9 2 5 0 5 4 3 0 3 2 1 .1 .5 7 6 10% Max. .xaM % 10% 3 Ma 3 x. .8 10% Max 8 . .33% Max. 10% Max. 6' > > > > > > > > > > > > > > > > > > > > > > >
TO REMAIN
2
9. 4
>
>
>
>
>
>
>
>
1 M ST A O N R A M G W EM A E T N ER T 31.98' F ( I 2 T , N 50 E 0 S S S F P O D ) N E: : 6 9 2 5 0 5 4 3 5 0 8 3 .1 .6 4 9 > > > > > > > > > > > >
2 3' (DRY RETENTION) > > > > > > > > > > > >
6 1. 9 8' > > > > > > > > > > >
3 1. > >> >
3' > >> >
4. 8
>
>
>
>
>
> >
> >> >
> >> >
> > > > > > > >
> >>
>
>>
>
> >>
2 8. 6
4'
5'
>
> > >
>>
> > > >
>
3
3.
2
4'
4' 9 7.
6
2
9'
3
4.
4
1
10.2'
6'
5'
6'
4
1.
10.38' 1 7
5'
2.
5'
60'
0'
10'
1
2
6' PROPERTY BOUNDARY
8'
3'
15'
5
8.
5' 2.
5'
1'
3
1' 0 4 4. 5'
6'' STEEL BOLLARD (TYP)
1 4'
8. 5
3'
99.98' 5'
2
6' 50'
13.41'
4' 9
5'
6'
155.2'
4.6' 7. 15'
8'
11.37'
5.1' 7. 6'
11.59'
5 .3
9 ' 1' 8 6. 1 9.33'
5 2 62.43' ' 0 2' 89.32' 8. 2
6' 70.97' LA B N U D FF 1 S E 8 C R ' APE
2'
6 6.
9
PROPERTY/PROJECT BOUNDARY
PROPERTY/PROJECT BOUNDARY
HCAEB
ETTOLRAHC
TROP
KRAP
ROF
DERAPERP
YTNUOC
ETTOLRAHC
NORTH
GRAPHIC SCALE IN FEET
0 15 3300 60
NALP
ETIS
RETSAM
LEGEND
OBJECT DESCRIPTION
EXERCISE/PLAYGROUND AREA
CONCRETE SIDEWALK
ATHLETIC PLAYING SURFACE (CONTRACTOR TO INSTALL
PER MANUFACTURER INSTRUCTIONS)
PARK STRUCTURES (CONTRACTOR TO INSTALL
PER CHARLOTTE COUNTY)
> EXISTING FLOW LINE OF SWALE
> FLOW LINE OF SWALE
> > > > BERM
EXISTING TREE
CS-2.00

UNDERDRAIN DETAIL
FINAL BACKFILL
6
4
GRANULAR BACKFILL
IN SITU
5a
5
MIN.
DIAMETER
COVER
3 BEDDING 6" 12"
2
1 MINIMUM TRENCH WIDTH MUST ALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE.
THE TRENCH WIDTH IS THE MINIMUM AMOUNT REQUIRED FOR PROPER INSTALLATION AND TO SUPPORT HORIZONTAL PRESSURE FROM
THE PIPE. THE MANUFACTURER'S SUGGESTED MINIMUM VALUE IS: 1.5D + 12".
1a MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE:
3.0D BUT NO LESS THAN D + 4'0".
2 FOUNDATION SHALL BE WELL CONSOLIDATED & STABLE, CAPABLE OF SUPPORTING FILL MATERIAL LOAD.
3 GRANULAR BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE,
2" MIN DEPTH. THE BEDDING MATERIAL SHALL BE SUITABLE FOUNDATION SOILS CONFORMING TO AASHTO SOIL CLASSIFICATIONS A1, A2
AND A3.
4 INSTALL TYPE D-3 GEOTEXTILE IN ACCORDANCE WITH FDOT 440-001. THE GEOTEXTILE SHALL HAVE A PERMITTIVITY OF 0.7 /SEC AND AN
AOS OF #40 SIEVE.
5 HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION.
5a THE BACKFILL MATERIAL SHALL BE A COARSE AGGREGATE (GRAVEL OR STONE) MEETING THE REQUIREMENTS OF FDOT
SPECIFICATIONS 901-2 OR 901-3. THE GRADATION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS 901, GRADES 4, 467, 5, 56 OR 57.
6 PIPE SHALL BE PERFORATED HDPE. SEE TABLE FOR DIAMETER.
7 FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS AND SPECIFICATIONS
PER THE ENGINEER OF RECORD. SEE TABLE FOR MINIMUM COVER.
HCAEB
ETTOLRAHC
TROP
NOITCURTSNOC
KRAP
)2
FO
1(
SLIATED
ROF
DERAPERP
YTNUOC
ETTOLRAHC
VARIES (SEE PLAN)
NOTES:
1. 4" CONCRETE SIDEWALK (3000 P.S.I.) WITH FIBER MESH REINFORCEMENT, CONTRACTION JOINTS 6' O.C.
AND EXPANSION JOINTS 40' O.C. AS APPROVED BY THE CHARLOTTE COUNTY PUBLIC WORKS
ENGINEERING DEPARTMENT WITH 8" TYPE "B" STABILIZED SUBGRADE (LBR 70) COMPACTED TO A
MINIMUM OF 98% MODIFIED PROCTOR EXTENDING 6" BEYOND EDGE ON EACH SIDE.
2. THE CONTRACTOR SHALL CLEAR THE SITE FROM THE EDGE OF PAVEMENT TO THE RIGHT-OF-WAY LINE TO
CONSTRUCT THE REQUIRED IMPROVEMENTS. DEBRIS SHALL BE PROPERLY REMOVED AND DISPOSED OF BY
THE CONTRACTOR, AND AT HIS EXPENSE. (NO BURNING IS ALLOWED ON THIS PROJECT). CLEARING LIMITS
FOR EXOTIC PLANT/TREE SPECIES REMOVAL OR TRIMMING VARIES. REMOVE PLANT/TREE SPECIES IF ROOT
SYSTEM IS WITHIN COUNTY RIGHT-OF-WAY OTHERWISE TRIM. REMOVAL/TRIMMING IS INCIDENTAL TO
COST OF PROJECT (NO SEPARATE PAY ITEM). ALL EXOTICS SHALL BE REMOVED IN THEIR ENTIRETY.
CONTRACTOR TO COORDINATE WITH COUNTY PERSONNEL ON PRESERVING INDIVIDUAL TREES WITHIN
THE RIGHT-OF-WAY WHICH COUNTY MAY KEEP. THIS MAY INCLUDE ADJUSTMENT OF THE PATHWAY TO
PRESERVE SAID TREES AND ADJUSTMENT WILL BE MADE IN-FIELD UNDER COUNTY DIRECTION.
3. PRIOR TO SODDING, CONTRACTOR SHALL LOWER GRADE 0.1' ALONG SIDEWALK AND EXISTING ROAD
EDGE OF PAVEMENT TO PREVENT BLOCKING OF DRAINAGE.
CS-3.00
"4
DRAINAGE STRUCTURE TABLE MINIMUM DIMENSIONS FOR GENERAL STRUCTURE DESIGN NOTES:
DRAINAGE STRUCTURES
TYPE OF 1. ALL REINFORCING STEEL SHALL HAVE A MINIMUM TWO INCHES OF COVER.
REFERENCE CASTING LIGHT BROOM FINISH
STRUCTURE 2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. (SANDY TEXTURE) 1/2"R
MINIMUM
MIN. SLOPE: 1/8" = 1'-0" (TYP)
CURB INLET TOP - TYPE 5 FDOT INDEX 425-010, 425-021 USF 5160 - 6310 OR APPROVED PIPE SIZE STRUCTURE 3. PRECAST STRUCTURE WALLS SHALL BE 6" THICK (MIN.)
W/ TYPE J OR P BOTTOM EQUAL 4. CAST-IN-PLACE STRUCTURE WALLS SHALL BE 8" THICK (MIN.)
WIDTH CURB INLET TOP - TYPE 6
W/ TYPE J OR P BOTTOM FDOT INDEX 425-010, 425-021 USF 5160 - 6310 OR APPROVED EQUAL 5. SEE FDOT STANDARD INDEX 425-010, TABLES 3 AND 4 FOR MINIMUM STRUCTURE SIZES. 2"
CURB INLET TOP - TYPE 9 USF 5130 - 6016, NEENAH R-3067-L, OR 15" 3.0 FT
FDOT INDEX 425-010, 425-024
W/ TYPE J OR P BOTTOM APPROVED EQUAL
18" 3.0 FT COMPACTED FILL
CURB INLET TOP - TYPE 9 MODIFIED USF 5130-6168 OR APPROVED
FDOT INDEX 425-010, 425-024 MAXIMUM PIPE SKEW FOR PRECAST ROUND OPENINGS NOTES:
W/ TYPE J OR P BOTTOM EQUAL
24" 3.5 FT
FLARED END* FDOT INDEX 430-020 NONE WALL PIPE SIZE 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. REINFORCING SHALL BE FIBER
30" 4.0 FT THICKNESS 18" 24" 30" 36" 42" 48" 54" 60" 66" 72" MESH IN CONCRETE MIX.
MAXIMUM 8" 19 degrees 17 degrees 16 degrees 16 degrees 15 degrees 14 degrees 14 degrees 13 degrees 13 degrees 13 degrees
GRATE INLET FDOT INDEX 430-021 NONE 36" 4.5 FT SKEW ANGLE 6" 21 degrees 20 degrees 18 degrees 17 degrees 17 degrees 16 degrees 15 degrees 15 degrees 14 degrees 14 degrees 2. SIDEWALK PAD SHALL BE COMPACTED TO A FIRM, EVEN SURFACE (LBR 40 (MIN)), TRUE TO GRADE AND
CROSS-SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. (98% DENSITY (MIN) T-180, A-3 OR BETTER
SEE DETAIL U EQ SF U A 41 L 70 - 6245 OR APPROVED 42" 5.0 FT N LA O R T G E E S R : T S H K E E S W E S V A A L R U E E P S O A S R S E IB B L A E S F E O D R O C N A 2 S " T C -IN LE -P A L R A A C N E C S E T F R O U R C T P U R R E E C S A S O T R S E T L R L U IP C T T IC U A R L ES. MATERIAL)
M W O / S D I I D FI E E D SL G O R T A S TE INLET SEE DETAIL R SI E Z C E T D A T N O G U FI L T A . R U S C F A S 62 T 1 I 0 R O O R N A G P R P A R T O E, VED 48" 5.5 FT PIPE OPENINGS WHEN APPROVED BY THE ENGINEER. 3. S S I A D W EW ED A L T K Y P S E H . A SI L D L E H W A A V L E K C C O O N N T S R T A R C U T C IO TI N O N JO P IN RO TS C A ED T U 5 R ' I E N S T O ER F V C A O L N S. T C R O AC N T T I R O A N C T JO IO IN N T J S O S IN H T A S L L M C A O Y N B F E IR O M F T T O HE T O HE P E F N D O O T R
SPEC SECTION 522-001.
EQUAL FOR MIN. 2' x 3' STRUCTURE 54" 6.0 FT
4. EXPANSION JOINTS FOR SIDEWALKS SHALL BE PREFORMED 1/2" EXPANSION JOINT MATERIAL PER FDOT SPEC
932-1.1 AND BE INSTALLED BETWEEN THE SIDEWALK AND CURB/DRIVEWAYS, AT FIXED OBJECTS, AT SIDEWALK
JUNCTION BOX SEE DETAIL USF 125 OR APPROVED EQUAL INTERSECTIONS, AT ALL POINTS WHERE OPERATIONS CEASE FOR ANY CONSIDERABLE TIME AND AT INTERVALS
OF NOT MORE THAN 120 FEET. CONSTRUCTION PROCEDURES OF EXPANSION JOINTS SHALL CONFORM TO THE
FDOT SPEC SECTION 522-001.
TYPE 8 MH FDOT INDEX 425-001
5. CONCRETE IN TRAFFIC BEARING AND LOADING AREAS SHALL BE 6" THICK.
THROAT INLET SEE DETAIL USF 1260 OR APPROVED EQUAL
TYPICAL SIDEWALK DETAIL
USF 5106-6149 (2 GRATES)
VALLEY GUTTER INLET SEE DETAIL USF 5107-6154 (3 GRATES)
Scale: NTS
OR APPROVED EQUAL
*PIPE LENGTH AND SLOPE SHALL BE FIELD ADJUSTED TO HAVE FLARED END MATCH FLUSH WITH LAKE BANK.
EDGE AND JOINT
FINISHING
R1/8" PROPOSED
CONCRETE
SIDEWALK
NOTE:
ALL CONCRETE SIDEWWALK EDGES, INCLUDING THOSE AT FORMEND JOINTS, SHALL BE
FINISHEDWITH AN EDGER HAVING RADIUS OF 1/8 INCH. TRAVERSE JOINT SHALL BE
EDGED BEFORE BROOMING, AND THE BROOMING SHALL ELEMINATE THE FLAT
SURFACE LEFT BY THE SURFACE FACE OF THE EDGER. CORNNERS AND EDGES WHICH
HAVE CRUMBLED AND AREAS WHICH LACK SUFFICIENT MORTAR FOR PROPER
FINISHING SHALL BE CLEANED AND FILLED SOLIDLY WITH A PROPERLY PROPORTIONED
MORTAR MIXTURE AND THEN FINISHED.
CONCRETE SIDEWALK DETAIL
(FINISHING EDGE) Scale: NTS
"4
5'-0"
1/4" 1/8" 5'-0"
1/2"
1/2" PREMOLDED EXPANSION
JOINT MATERIAL
SIDEWALK CONSTRUCTION
NTS
"2/1
1
PROVIDED FOR INFORMATIONAL
DATE:11/01/2011 PURPOSES ONLY.
TYPICAL BOLLARD NO MODIFICATIONS WITHOUT
WRITTEN CCU APPROVAL.
DRAWN BY: DEC
GD-04
APPROVED BY: BRB CHARLOTTE COUNTY UTILITIES ID: GD-04-Bollard.dwg