R23-073 •
1 RESOLUTION NO. R23-073
2
3 A RESOLUTION OF THE CITY OF BOYNTON BEACH, FLORIDA,
4 APPROVING AND AUTHORIZING THE CITY MANAGER TO SIGN
5 THE FLORIDA DEPARTMENT OF TRANSPORTATION'S
6 AMENDMENT NUMBER ONE TO THE BOYNTON BEACH
7 BOULEVARD'S LANDSCAPE MEMORANDUM OF AGREEMENT;
8 AND PROVIDING AN EFFECTIVE DATE.
9
10 WHEREAS, in November 2005, the City signed the District Four (4) Maintenance
11 Memorandum of Agreement with the Florida Department of Transportation (FDOT) which
12 designated responsibilities for each party as the FDOT constructed and installed the
13 infrastructure and the City maintains the landscaping and pavers in the Boynton Beach Blvd
14 right-of-way;and
15 WHEREAS, in 2018,the Boynton Beach Community Redevelopment Agency(CRA)was
16 awarded a Federal Highway Administration Federal Lands Access Program (FLAP) Grant to
17 redevelop Boynton Beach Blvd (between NW 4th Street and US 1/Federal Highway) into a
18 Complete Street; and
19 WHEREAS, in June 2019,Commission approved Resolution R19- 064,which authorized
20 the Florida Department of Transportation to proceed with the design, construction, and
21 administration of the Boynton Beach Boulevard Complete Streets Project; and
22 WHEREAS, now, that the design is 90% complete, FDOT is considering the changes
23 needed to the Memorandum of Agreements to outline the new maintenance responsibilities.
24 The City's new responsibilities include paying for and maintaining the decorative sidewalk;
25 and
26 WHEREAS,the City Commission has determined that it is in the best interests of the
27 residents of the City to approve and authorize the City Manager to sign the Florida
28 Department of Transportation's Amendment Number One to the Boynton Beach Boulevard's
29 Landscape Memorandum of Agreement.
30 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF
31 BOYNTON BEACH, FLORIDA, THAT:
S:\CA\RESO\Agreements\Approve FDOT Amendment#1 To Landscape Memorandum Of Agreement-Reso.Docx
32 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as
33 being true and correct and are hereby made a specific part of this Resolution upon adoption
34 hereof.
35 Section 2. The City Commission hereby approves and authorizes the City
36 Manager to sign the Florida Department of Transportation's Amendment Number One to
37 the Boynton Beach Boulevard's Landscape Memorandum of Agreement. A copy of the
38 Amendment is attached hereto and incorporated herein by reference as Exhibit "A".
39 Section 3. This Resolution shall become effective immediately upon passage.
40 PASSED AND ADOPTED this 16th day of May, 2023.
41 CITY OF BOYNTON BEACH, FLORIDA
42
43 YES NO
44 /
45 Mayor-Ty Penserga ✓
46 ✓
47 Vice Mayor-Thomas Turkin
48
49 Commissioner-Angela Cruz ✓
50
51 Commissioner-Woodrow L. Hay ✓
52
53 Commissioner-Aimee Kelley
54
55 VOTE c-o
56
57 A
59 I .1f % •
1 58 / /�
60 Maylee ie Je: 's, MPA, MMC T '-n r rga
61 City Clerk Mayor
62 _ .‘` /
63 pF•g ...•TO 'h APPROVED AS TO SR i'
64 (Corporate Seal) ,1/ ..>;• 'CoRPORgT�.•��11'�
65 SEAL .n /
66 let
�i RPORATFO••
67 t •.• 1920 : I Michael D. Cirullo,Jr.
68 lk, ,c •'••••••'•• :e City Attorney
-
`‘. I-ORIDA=
S:\CA\RESO\Agreements\Approve FDOT Amendment#1 To Landscape Memorandum Of Agreement-Reso.Docx
i
SECTION No.: 93200000
FM No. (s): 444079-1-52-01
COUNTY: Palm Beach
S.R. No.: 804
DISTRICT FOUR (4) AMENDMENT NUMBER ONE (1) TO
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
LANDSCAPE MAINTENANCE MEMORANDUM OF AGREEMENT
THIS AMENDMENT Number One (1)to the Agreement dated November 23, 2005 made and
entered into this 7 day of jcc, 20, 1 by and between the State of Florida
Department of Transportation hereinafter called the DEPARTMENT and the CITY OF BOYNTON
BEACH, a municipal corporation of the State of Florida, hereinafter called the AGENCY.
WITNESSETH
WHEREAS, the parties entered into a Landscape Maintenance Memorandum of
Agreement dated November 23,2005 for the purpose of maintaining the landscape improvements
by the AGENCY on State Road 804; and,
WHEREAS, the DEPARTMENT and the AGENCY have agreed to add additional
landscape to be installed within the City of Boynton Beach on SR804 / East Boynton Beach
Boulevard in accordance with the above referenced Agreement; and,
WHEREAS, the AGENCY, by Resolution Nol\) -C-'73datedZ (L , 203
attached hereto as Exhibit "E", desires to enter into this Agreement and authorizes its officers to
do so;
NOW THEREFORE, for and in consideration of mutual benefits that flow each to the other,
the parties covenant and agree as follows:
1. The DEPARTMENT has decided to construct and agrees to install or cause to be installed
additional landscape improvements or to modify an improvement located as indicated in
Exhibit"A", on SR804/ East Boynton Beach Boulevard from NW 3rd Street (MP. 8.484)
to US-1/Federal Highway (MP. 9.130), City of Boynton Beach, in accordance with the
plans attached as Exhibit "B". The Landscape Improvements include colored concrete
sidewalks and tree grates;
2. The AGENCY shall agree to maintain the additional landscape improvements in the
Agreement described above according to Exhibit "C" Maintenance Plan;
3. The DEPARTMENT agrees to enter into a contract to have installed said landscape
improvements for the amount as outlined in Exhibit "D";
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SECTION No.: 93200000
FM No. (s): . 444079-1-52-01
COUNTY: Palm Beach
S.R. No.: 804
Except as modified by this Amendment, all terms and conditions of the original Agreement and
all Amendments thereto shall remain in full force and effect.
LIST OF EXHIBITS
Exhibit A—Project Location and Landscape Maintenance Boundaries
Exhibit B- Landscape Improvement Plans
Exhibit C- Maintenance Plan for Landscape Improvements
Exhibit D -Approximate Cost for Landscape Improvements
Exhibit E - Resolution
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BEACH\444079-1\44407915201-M MOA-final-3.7.23.docx
SECTION No.: 93200000
FM No. (s): 444079-1-52-01
COUNTY: Palm Beach
S.R. No.: 804
EXHIBIT A
PROJECT LOCATION AND
LANDSCAPE MAINTENANCE BOUNDARIES
I. ORIGINAL LIMITS OF 2005 MMOA:
State Road 804/Boynton Beach Blvd.
from Old Boynton Road (MP. 7.786)to SR 5/ US-1 (MP. 9.115)
II. LIMITS OF MAINTENANCE FOR THESE LANDSCAPE IMPROVEMENTS:
State Road 804/Boynton Beach Blvd.
from NW 3rd Street(MP. 8.484)to US-1/Federal Highway (MP. 9.130)
III. LANDSCAPE IMPROVEMENTS MAINTENANCE RESPONSIBILITIES MAP:
See Attached
(Original limits of 2005 MMOA remain in effect)
S:\Transportation Development\Design\In-House Design\Landscape Architecture\AGREEMENTS\1 MOA\BOYNTON
BEACH\444079-1\44407915201-MMOA-final-3.7.23.docx
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LEGEND u' STATE ROAD 804
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LIMITS OF LANDSCAPEEMARCH 2023
�j-BYACIYCOF BOYNTONBEACH II
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SECTION No.: 93200000
FM No. (s): 444079-1-52-01
COUNTY: Palm Beach
S.R. No.: 804
EXHIBIT B
LANDSCAPE IMPROVEMENT PLANS
The DEPARTMENT agrees to install the landscape improvements in accordance with the plans and
specifications attached hereto and incorporated herein.
Please see attached plans prepared by: Miller Legg and Associates, Inc.
Brian R. Shore
Sheets LD-1 to LD-17.
Dated: 02-22-23
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BEACH\444079-1\44407915201-MMOA-final-3.7.23.docx
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INDEX OF LANDSCAPE PLANS PALM BEACH COUNTY (93200) a^°° �
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DATE DESCRIPTION DATE DESCRIPTION BRIAN R. SHORE LA-6666770 STATE OP FLORIDA SHEET
M DEPARTMENT OF TRANSPORTATION HAREM CAPE
PLAN' I NO.
5747 NORTH ANDREWS WAY ROAD NO. COUNTY FINANCIAL PROJECT ID HARE CAPE A'LALZ% !
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6 DATE DESCRIPTION _ DATE DESCRIPTION BRIAN R. SHORE LA-6666770 DEPARTMENT OF TRANSPORTATION
LI
t MILLER LEGG ROAD NO. COUNTY FINANCIAL PROJECT ID NO.
5747 NORTH ANDREWS WAY FAROS CAPE PLAN
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954-436-7000•WWW.MILLERLEGG.COM SR 804 PALM BEACH 444079-1-52-01 1
DECORATIVE WAVE SCHEDULE DECORATIVE WAVE SCHEDULE HARDSCAPE SCHEDULE
Description Station Offset Description Station Offset PAY ITEM Description Quantity
Al 460+25.32 LT, 2'From Back of Curb B1 459+17.86 Er, 2'From Back of Curb CEMENT CONCRETE, COLOR PAVEMENT, DECORATIVE WAVE,
Al 465+08.16 LT, 2' From Back of Curb B1 462+47.63 LT, 2'From Back of Curb 350 3 200 SKY BLUE, 4"THICK 750 SY
Al 466+99.80 LT, 2'From Back of Curb B1 478+47.47 LT, 2'From Back of Curb CEMENT CONCRETE, COLOR PAVEMENT, DECORATIVE BORDER,
Al 467+99.80 LT, 2'From Back of Curb B1 480+91.42 LT, 2'From Back of Curb 350 3 207 TAN, 4" THICK 650 SY
Al 474+02.03 LT, 2'From Back of Curb 131 488+63.85 LT, 2'From Back of Curb CEMENT CONCRETE, COLOR PAVEMENT, DECORATIVE SURROUND
Al 475+48.11 LT, 2'From Back of Curb B1 485+73.90 RT, 2' From Back of Curb 350 3 202 , TAN, 6"THICK 230 SY
Al 478+94.92 LT, 2'From Back of Curb B1 481+00.06 RT, 2' From Back of Curb CEMENT CONCRETE, COLOR PAVEMENT, PRECAST TREE GRATE,
Al 484+21.88 LT, 2'From Back of,Curb BI' 478+61.71 RT, 2' From Back of Curb 350 3 203_ YELLOW SAND 147 EA I
Al 485+16.02 RT, 2' From Back of Curb B1 473+83.55 RT, 2' From Back of Curb - _
Al 484+14.04 RT, 2'From Back of Curb B1 467+93.14 RT, 2' From Back of Curb U
_ Al 480+47.78 RT, 2'From Back of Curb 131 461+77.48 RT, 2' From Back of Curb Q
Al 472+94.84 RT, 2'From Back of Curb B2 464+74.09 LT, 2'From Back of Curb PAY ITEM NOTE: 1
Al 465+04.94 RT, 2' From Back of Curb 82 466+64.17 LT, 2'From Back of Curb i q
Al 463+04.95 RT, 2' From Back of Curb B2 480+24.24 LT, 2' From Back of Curb i o
AI 460+14.72 RT, 2' From Back of Curb B2 481+78.39 RT, 2' From Back of Curb 1. PAY ITEM:
Al 458+24.67 RT, 2' From Back of Curb B2 466+92.71 RT, 2'From Back of Curb • 350 3 200 0
AI 456+98.24 RT, 2' From Back of Curb B2 459+02.58 RT, 2'From Back of Curb CEMENT CONCRETE, COLOR PAVEMENT, DECORATIVE WAVE, SKY BLUE, 4" THICK
A2 489+99.50 LT, 2'From Back of Curb _ B3 488+78.95 RT, 2'From Back of Curb_ • 350 3 201 c
A2 4574-35.44 LT, 2'From Back of Curb B3 458+65.35 LT, 2'From Back of Curb u,
A2 459+73.52 LT, 2' From Back of Curb 83 461+72.41 LT, 2'From Back of Curb CEMENT CONCRETE, COLOR PAVEMENT, DECORATIVE BORDER, TAN, 4" THICK °z
A2 463+37.88 LT, 2'From Back of Curb B3 470+16.81 LT, 2' From Back of Curb • 350 3 202
A2 468+48.00 LT, 2'From Back of Curb B3 472+92.67 LT, 2' From Back of Curb CEMENT CONCRETE, COLOR PAVEMENT, DECORATIVE SURROUND, TAN, 6" THICK °
A2 469+68.00 LT, 2' From Back of Curb B3 489+28.35 LT, 2' From Back of Curb • 350 3 203 i w
A2 476+99.02 LT, 2' From Back of Curb B3 479+45.34 RT, 2'From Back of Curb I 'a
A2 481+92.41 LT, 2' From Back of Curb 03 477+12.52 RT, 2'From Back of Curb CEMENT CONCRETE, COLOR PAVEMENT, PRECAST TREE GRATE, YELLOW SAND °
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A2 485+46.06 LT, 2' From Back of Curb B3 475+08.03 RT, 2'From Back of Curb
A2 487+64.55 RT, 2'From Back of Curb THE ABOVE PAYITEMS INCLUDE INTEGRALLY COLORED CONCRETE AND ALL ITEMS a
A2 483+47.02 RT, 2'From Back of Curb NECESSARY FOR THEIR CONSTRUCTION PER THE HARDSCAPE DETAILS, BONDED u
A2 475+79.30 RT, 2'From Back of Curb
A2 474+39.19 RT, 2'From Back of Curb RESIN AGGREGATE PLUG AND TOOLING / JOINTING t
A2 473+39.20 RT, 2'From Back of Curb
A2 464+73.13 RT, 2'From Back of Curb k
A2 463+53.13 RT, 2'From Back of Curb o
A3 467+55.31 LT, 2' From Back of Curb
A3 469+15.32 LT,2'From Back of Curb rz
A3 474+57.55 LT, 2'From Back of Curb U
A3 476+46.36 LT, 2'From Back of Curb o
• A3 487+47.91 LT, 2'From Back of Curb ti
A3 472+30.37 RT, 2'From Back of Curb :1
A3 470+12.84 RT, 2' From Back of Curb i
A3 468+86.46 RT, 2' From Back of Curb -
A3 464+20.47 RT, 2' From Back of Curb
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A3 462+40.46 RT, 2' From Back of Curb 4
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^6 DATE DESCRIPTION DATE DESCRIPTION BRIAN R. SHORE LA-6666770 SHEET
MILLER LEGG
ROAD DEPARTMENTIOP TRANSPORTATIONFINANCIAL PROJECT ID NO.
x 5747 NORTH ANDREWS WAY HARDSCAPE PLAN- SCHEDULE
FORT LAUDERDALE,FLORIDA 33309-2364 LD-9
9 954-436-7000.WWW.MILLERLEGG.COM SR 804 PALM BEACH 444079-1-52-01
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DECORATIVE BORDER SCHEDULE DECORATIVE BORDER SCHEDULE DECORATIVE BORDER SCHEDULE DECORATIVE BORDER SCHEDULE
Ben End End
Description Sta9/on Station Offset Description Station Station Offset Description Sta?on Station Offset Description Sta9on Station Offset 1
51 457+07.01 457+21.01 LT,From Back of Curb 560 472+72.91 472+85.91 LT,From Back of Curb 5109 456+64.82 456+92.05 RT,From Back of Curb 5158 472+53.61 472+67.61 RT,From_Back_of Curb
52 457+27.01 457+40.01 LT,From Back of Curb 561 472+92.91 473+05.91 LT,From Back of Curb 5110 456+98.05 457+09.59 RT,From Back of Curb 5159 4721-74.61 472+88.61 RT,From Back of Curb
53 457+46.01 457+64.93 LT,From Back of Curb 562 473+11.91 4734-39.27 LT,From Back of Curb 5111 457+48.59 457+67.81 RT,From Back of Curb 5160 472+94.61 473+07.61 RT,From Back of Curb
• 54 458+22.18 458+42.09 LT,From Back of Curb 563 473+76.61 473+95.80 LT,From Back of Curb 5112 458-1-02.81 458+18.45 RT,From Back of Curb 5161 473+14.61 473+43.78 RT,From Back of Curb
55 458+48.09 458+61.84 LT,From Back of Curb 564 474+01.80 474+14.80 LT,From Back of Curb 5113 458+24.45 458+38.61 RT,From Back of Curb 5162 473+49.78 473+63.78 RT,From Back of Curb
56 458+67.34 458+81.09 LT,From Back of Curb 565 _ 474+21.80 474+35.80 LT,From Back of Curb 5114 458+77.61 458+91.01 RT,From Back of Curb 5163 473+70.78 473+83.78 RT,From Back of Curb
57 458+87.09 459+18.09 LT,From Back of Curb 566 474+41.80 474+54.80 LT,From Back of Curb 5115 458+98.01 459+27.40 RT,From Back of Curb 5164 473+89.78 474+03.78 RT,From Back of Curb
59 459+24.09 459+38.09 LT,From Back of Curb 567 474+61.80 474+74.80 LT,From Back of Curb 5117 459+98.40 460+08.49 RT,From Back of Curb 5165 474+10.78 474+24.78 RT,From Back of Curb
510 459+45.09 459+59.09 LT,From Back of Curb 568 474+80.80 474+92.26 LT,From Back of Curb 5118 460+14.49 460+23.46 RT,From Back of Curb 5166 474+30.78 474+43.78 RT,From Back of Curb u
511 459+65.09 459+78.09 LT,From Back of Curb 569 475+29.65 475+41.90 LT,From Back of Curb 5119 460+65.46 460+74.92 RT,From Back of Curb 5167 474+49.78 474+63.78 RT,From Back of Curb q
512 459+84.09 459+98.09 LT,From Back of Curb 570 475+47.90 475+59.19 LT,From Back of Curb 5120 461+68.63 461+77.71 RT,From Back of Curb 5168 474+70.78 474+84.78 RT,From Back of Curb I`
513 460+05.09 460+19.09 LT,From Back of Curb 571 476+04.52 476+25.62 LT,From Back of Curb 5121 461+83.71 461+97.71 RT,From Back of Curb 5169 474+90.78 475+04.53 RT,From Back of Curb Ei
514 460+25.09 460+49.88 LT,From Back of Curb 572 476+30.62 476+44.37 LT,From Back of Curb _ _5122 _ 462+04.71 462+18.71 RT.From Back of Curb 5170 475+10.03 475+23.78 RT,From Back of Curb
515 461+15.24 461+46.65 LT,From Back of Curb 573 476+49.87 476+63.60 LT,From Back of Curb 5123 _ 462+24.71 462+38.46 RT,From Back of Curb 5171 475+29.78 475+43.78 RT,From Back of Curb
516 461+52.65 461+65.65 LT,From Back of Curb 574 476+69.60 476+84.62 LT,From Back of Curb _ 5124 462+43.96 462+57.77 RT,From Back of Curb 5172 475+50.78 475+64.86 RT,From Back of Curb
517 461+72.65 461+85.65 LT,From Back of Curb 575 476+90.62 477+03.62 LT,From Back of Curb 5125 462+63.71 462+77.71 RT,From Back of Curb 5173 475+70.86 475+83.78 RT,From Back of Curb
518 461+91.65 462+05.58 LT,From Back of Curb 576 477+09.62 477+39.68 LT,From Back of Curb 5126 462+84.71 462+98.71 RT,From Back of Curb 5174 475+89.78 476+04.92 RT,From Back of Curb ,,
519 462+30.91 462+47.86 LT,From Back of Curb 577 478+20.52 478+47.69 LT,From Back of Curb 5127 463+04.71 463+17.71 RT,From Back of Curb 5175 476+51.82 476+68.24 RT,From Back of Curb w
520 462+53.86 462+83.59 LT,From Back of Curb 578 478+53.69 478+67.69 LT,From Back of Curb 5128 463+24.71 463+38.71 RT,From Back of Curb 5176 476+75.24 476+89.24 RT,From Back of Curb 2
521 463+08.92 463+23.46 LT,From Back of Curb 579 478+74.69 478+88.69 LT,From Back of Curb 5129 463+44.71 463+57.71 RT,From Back of Curb 5177 476+95.24 477+08.99 RT,From Back of Curb j
522 463+29.46 463+42.46 LT,From Back of Curb 580 478+94.69 479+18.17 LT,From Back of Curb 5130 463+63.71 463+77.71 RT,From Back of Curb 5178 477+14.49 477+28.24 RT,From Back of Curb D
523 463+48.46 463+63.17 LT,From Back of Curb 581 480+02.34 480+32.66 LT,From Back of Curb _ 5131 463+84.71 463+98.71 RT,From Back of Curb 5179 477+34.24 477+65.34 RT,From Back of Curb
524 463+88.50 464+05.57 LT,From Back of Curb 582 480+38.66 480+51.48 LT,From Back of Curb 5132 464+04.71 464+18.46 RT,From Back of Curb 5180 478+31.25 478+61.93 RT,From Back of Curb H
525 464+48.90 464+63.51 LT,From Back of Curb 583 480+76.83 480+91.64 LT.From Back of Curb 5133 464+23.96 464+37.71 RT,From Back of Curb 5181 478+67.93 478+80.50 RT,From Back of Curb p
526 464+69.51 464+82.51 LT,From Back of Curb 584 480+97.64 481+14.15 LT,From Back of Curb 5134 464+43.71 464+58.71 RT,From Back of Curb 5182 479+13.50 479+22.08 RT,From Back of Curb
527 464+88.51 465+29.20 LT,From Back of Curb 585 481+63.48 481+77.99 LT,From Back of Curb _ 5135 464+64.71 464+77.71 RT,From Back of Curb 5183 479+28.08 479+41.83 RT,From Back of Curb p
528 465+54.54 465+63.15 LT,From Back of Curb 586 481+83.99 481+96.99 LT,From Back of Curb 5136 464+83.71 464+98.71 RT,From Back of Curb 5184 479+47.33 479+61.08 RT,From Back of Curb 2
529 466+30.23 466+53.57 LT,From Back of Curb 587 482+02.99 482+19.36 LT,From Back of Curb 5137 465+04.71 465+40.12 RT,From Back of Curb 5185 479+67.08 479+81.08 RT,From Back of Curb
530 466+59.57 466+72.58 LT,From Back of Curb 588 482+98.81 483+05.90 LT,From Back of Curb 5138 466+01.64 466+25.09 RT,From Back of Curb 5186 479+88.08 479+95.65 RT,From Back of Curb >,
531 466+78.58 466+93.55 LT,From Back of Curb 589 483+33.23 483+39.91 LT,From Back of Curb _5739 466+68.16 466+82.76 RT,From Back of Curb 5187 480+34.65 480+43.20 RT,From Back of Curb
532 466+99.55 467+33.55 LT,From Back of Curb 590 483+74.91 483+84.01 LT,From Back of Curb 5140 466+88.16 467+01.14 RT,From Back of Curb 5188 480+49.20 480+56.78 RT,From Back of Curb ti
533 467+39.55 467+53.32 LT,From Back of Curb 591 484+11.01 484+33.67 LT,From Back of Curb 5141 467+07.14 467+20.31 RT,From Back of Curb 5189 480+87.79 481+00.29 RT,From Back of Curb
544 467+58.82 467+72.57 LT,From Back of Curb 592 484+67.00 484+81.46 LT,From Back of Curb 5142 467+59.32 467+73.40 RT,From Back of Curb 5190 481+06.29 481+18.39 RT,From Back of Curb p
545 467+78.57 467+93.55 LT,From Back of Curb 593 485+18.80 485+31.64 LT,From Back of Curb 5143 467+80.40 467+93.38 RT,From Back of Curb 5191 481+53.40 481+67.81 RT,From Back of Curb
546 467+99.55 468+12.55 LT,From Back of Curb 594 485+37.64 485+72.09 LT,From Back of Curb 5144 467+99.38 468+15.02 RT,From Back of Curb 5192 481+73.81 481+86.81 RT,From Back of Curb
u
547 468+19.55 468+33.57 LT,From Back of Curb 595 487+14.80 487+2616 LT,From Back of Curb 5145 468+54.02 468+64.71 RT,From Back of Curb 5193 481+92.81 482+17.09 RT,From Back of Curb
548 468+39.57 468+52.57 LT,From Back of Curb 596 487+32.16 487+45.91 LT,From Back of Curb 5146 468+70.71 468+84.47 RT,From Back of Curb 5194 482+80.06 482+90.59 RT,From Back of Curb z
549 468+58.57 468+72.57 LT,From Back of Curb 597 487+51.41 487+65.16 LT,From Back of Curb 5147 468+89.97 469+03.73 RT,From Back of Curb 5195 483+21.06 483+32.60 RT,From Back of Curb U
550 468+79.57 468+93.57_LT From Back of Curb 598 487+71.16 487+80.57 LT,From Back of Curb 5148 469+09.73 469+20.25 RT,From Back of Curb 5196 483+38.60 483+51.60 RT,From Back of Curb
551 468+99.57 469+32.57 LT,From Back of Curb 599 488+35.40 488+44.08 LT,From Back of Curb 5149 469+59.77 469+70.12 RT,From Back of Curb 5197 483+57.60 483+69.08 RT,From Back of Curb 4i
552 469+38.57 469+53.58 LT,From Back of Curb 5100 488+51.08 488+64.08 LT,From Back of Curb 5150 469+77.12 469+91.10 RT,From Back of Curb 5198 484+04.08 484+25.08 RT,From Back of Curb 2
553 469+59.58 469+72.58 LT,From Back of Curb 5101 488+70.08 488+84.08 LT,From Back of Curb 5151 469+97.10 470+10.85 RT,From Back of Curb 5199 484+52.08 484+60.91 RT,From Back of Curb ti
554 469+78.58 469+93.58 LT,From Back of Curb 5102 488+91.08 489+05.08 LT,From Back of Curb 5152 470+16.35 470+30.10 RT,From Back of Curb 5200 484+99.91 485+09.79 RT,From Back of Curb
555 469+99.58 470+13.33 LT,From Back of Curb 5103 489+11.08 489+24.08 LT,From Back of Curb 5153 470+36.10 470+50.10 RT,From Back of Curb 5201 485+15.79 485+24.72 RT,From Back of Curb W
556 470+18.83 470+32.56 LT,From Back of Curb 5104 489+31.08 489+44.08 LT,From Back of Curb 5154 470+57.10 470+59.10 RT,From Back of Curb 5202 485+63.72 485+74.13 RT,From Back of Curb 2
557 470+38.56 470+61.58 LT,From Back of Curb 5105 489+50.08 489+64.08 LT,From Back of Curb 5155 471+80.18 472+08.61 RT,From Back of Curb 5203 485+80.13 485+83.66 RT,From Back of Curb "'L,,
558 471+85.89 472+10.84 LT,From Back of Curb 5106 489+71.08 489+85.08 LT,From Back of Curb 5756 471+74.61 472+28.36 RT,From Back of Curb 5204 487+16.80 487+50.13 RT,From Back of Curb =
559 472+48.18 472+66.92 LT,From Back of Curb 5107 489+91.08 490+04.08 LT,From Back of Curb 5157 472+33.86 472+47.61 RT,From Back of Curb 5205 487+56.13 487+69.13 RT,From Back of Curb ~
5108 490+10.08 490+31.88 LT,From Back of Curb 5206 487+75.13 487+89.13 RT,From Back of Curb 0
e 5207 487+96.13 488+09.54 RT,From Back of Curb ¢
5208 488+44.54 488+55.69 RT,From Back of Curb u
5209 488+61.69 488+75.44 RT,From Back of Curb W
x 5210 488+80.94 488+94.69 RT, From Back of Curb z
5211 489+00.69 489+11.92 RT,From Back of Curb
' 5212 489+56.90 489+77.71 RT,From Back of Curb
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%.0 5213 490+24.71 490+33.18 RT,From Back of Curb o
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oREVISIONS LANDSCAPE ARCHITECT OF RECORD: STATE OF FLORIDA
o DATE DESCRIPTION DATE DESCRIPTION BRIAN R. SHORE LA-6666770 MEET
DEPARTMENT OF'TRANSPORTATION �pp�'��r PLAN
S �p p� �+ MO
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5747 NORTH ANDREWS WAY ROAD NO. COUNTY FINANCIAL PROJECT ID 4\JVaJ'CAPE - CI EDULL
FORT LAUDERDALE,FLORIDA 33309-2364 1.0 40
N S 954-436-7000•WWW.MILLERLEGG.COM SR 804 PALM BEACH 444079-1-52-01
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PRECAST TREE GRATE & PRECAST TREE GRATE & PRECAST TREE GRATE & PRECAST TREE GRATE & f
DECORATIVE SURROUND DECORATIVE SURROUND DECORATIVE SURROUND DECORATIVE SURROUND f
Description Station Offset Description Station Offset Description Station Offset Description Station Offset !
TI 458+44.59 LT, From Back of Curb _ _ _T1 463+61.21 RT, From Back of Curb T2 476+67.10 LT, From Back of Curb T3 463+21.21 RT, From Back of Curb
T1 459+61.59 LT,From Back of Curb T7. 464+61.21 RT, From Back of Curb T2 474+27.28 RT,From Back of Curb T3 462+81.21 RT, From Back of Curb
TI 460+21.58 LT, From Back of Curb T1 475+27.28 RT,From Back of Curb T2 474+47.28 RT, From Back of Curb T3 462+01.21 RT, From Back of Curb
TI 461+49.15 LT, From Back of Curb TI 473+87.28 RT, From Back of Curb T2 472+91.11 RT, From Back of Curb T3 458+94.51 RT,From Back of Curb
TI 463+25.96 LT, From Back of Curb T1 469+07.22 RT, From Back of Curb T2 472+11.11 RT, From Back of Curb T4 467+56.07 LT, From Back of Curb
Tt 464+66.01 LT,From Back of Curb _ T1 _ 462+21.21 RT, From Back of Curb _ T2 469+93.59 RT, From Back of Curb T4 470+16.08 LT, From Back of Curb
TI 466+56.07 LT, From Back of Curb T1 467+96.89 RT, From Back of Curb _ _ T2 480+45.70 _ RT, From Back of Curb T4 476+47.12 LT, From Back of Curb 4
TI 466+96.05 LT,From Back of Curb T1 458+20.95 RT, From Back of Curb T2 468+67.22 RT, From Back of Curb T4 487+48.66 LT, From Back of Curb
TI 467+36.05 LT,From Back of Curb T2 458+84.59 LT, From Back of Curb _ T2 466+84.67 RT, From Back of Curb T4 488+78.19 RT,From Back of Curb
T1 467+96.05 LT,From Back of Curb T2 459+24.59 LT, From Back of Curb T2 465+01.21 RT, From Back of Curb T4 479+44.58 RT, From Back of Curb
T1 468+36.07 LT,From Back of Curb T2 459+81.58 LT, From Back of Curb T2 464+61.21 RT, From Back of Curb T4 475+07.28 RT, From Back of Curb c
TI 468+96.07 LT, From Back of Curb - T2 461+89.15 LT, From Back of Curb _ T2 464+01.21 _RT, From Back of Curb T4 472+31.11 RT, From Back of Curb i
.
CITY OF BOYNTON BEACH CONTACT INFORMATION:
GARY DUNMYER
561-742-6231
DUNMYERG@BBFL.US
HARDSCAPE NOTES:
1. CONSTRUCT IN ACCORDANCE WITH SECTION 350 AND 522 OF THE STANDARD SPECIFICATIONS
2. CONCRETE TO HAVE MINIMUM 28 DAY CURING COMPRESSIVE STRENGTH PER STANDARD SPECIFICATION 347.
3. FOR REINFORCEMENT, REFER TO PLANS AND MEET THE STANDARDS SET FORTH IN SECTION 415 OF THE STANDARD SPECIFICATIONS. d
4. PROVIDE FORMS AS SPECIFIED IN STANDARD SPECIFICATION 520-3 I .:
5. SHAPE AND COMPACT THE FOUNDATION MATERIALS TO A FIRM, EVEN SURFACE, TRUE TO GRADE AND CROSS SLOPE. COMPACT AREAS THAT HAVE BEEN EXCAVATED MORE THAN 6; o
INCHES BELOW THE BOTTOM OF THE CONCRETE TO A MINIMUM OF 95% OF AASHTO T99 DENSITY. AREA TO BE COMPACTED INCLUDES THE AREA DIRECTLY UNDER AND 1
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FOOT BEYOND EACH SIDE OF THE SIDEWALK, LESS UNDER THE TREE GRATES, WHEN RIGHT OF WAY ALLOWS. e
6. DO NOT CUT OR MODIFY THE FINAL SURFACE. UTILITIES, PULL BOXES, FOUNDATIONS, ETC. TO BE INSTALLED, NOT WITHIN THE BREAKS OF CONSTRUCTION JOINTS PRIOR TO
INSTALLATION OF CONCRETE.
7. INSTALL EXPANSION, CONTRACTION, CONSTRUCTION, AND SAW-CUT JOINTS IN ACCORDANCE WITH THE PLANS, STANDARD SPECIFICATION 522, AND THE STANDARD PLANS. i o
8. ORIGIN OF JOINTS TO BE BASED ON BACK OF DECORATIVE BORDER EXTENDING OUT AT A 45°ANGLE. z
9. REFER TO ROADWAY PLANS FOR SIDEWALK JOINT INCORPORATION I w
INTEGRALLY COLORED ADMIXTURE NOTES: I o
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1. COLORATION OF CONCRETE TO BE ACHIEVED THROUGH USE OF AN INTEGRAL COLORED ADMIXTURE ADDED TO CONCRETE MIX AT PLANT.
2. CEMENT COLOR TO BE WHITE UNLESS MANUFACTURER RECOMMENDS OTHERWISE AND IS APPROVED BY LANDSCAPE ARCHITECT OF RECORD. a
3. REFER TO PLANS AND DECORATIVE WAVE, DECORATIVE PRECAST TREE GRATE AND TREE GRATE SURROUND NOTES FOR COLORS. u
4. PROVIDE COPY OF MANUFACTURER'S LITERATURE TO ENGINEER OF RECORD FOR REVIEW BY LANDSCAPE ARCHITECT OF RECORD. 'o
5. SUPPLY COLOR CHART AND PHYSICAL SAMPLE OF COLORED CONCRETE TO ENGINEER OF RECORD FOR REVIEW BY LANDSCAPE ARCHITECT OF RECORD.
6. COLOR TO BE INTEGRAL TO CONCRETE MIXTURE AND CONSISTENT THROUGHOUT THE SLAB. u
7. MATERIALS USED TO ACHIEVE COLOR SHALL CREATE AN ADHERENT, WEATHER RESISTANT, SKID RESISTANT, WEAR RESISTANT SURFACE UNDER SERVICE CONDITIONS. 1 o
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DATE DESCRIPTION DATE DESCRIPTION BRIM R. SHORE LA-6666770 DEPARTMENT OF TRANSPORTATION NO.
MILLER LEGG
5747 NORTH ANDREWS WAY ROAD NO. COUNTY FINANCIAL PROJECT IO GENERAL NOTES
VP. FORT LAUDERDALE,FLORIDA 33309-2364
LD-72
n 9 954-436-7000.WWW.MILLERLEGG.COM SR 804 PALM BEACH 4440794-52-07 •
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DECORATIVE WAVE NOTES:
1. CONSTRUCT DECORATIVE WAVES IN ACCORDANCE WITH THE PLANS, DETAILS, HARDSCAPE NOTES, AND INTEGRALLY COLORED CONCRETE NOTES
2. CONSTRUCT JOINTS IN DECORATIVE WAVES IN ACCORDANCE WITH THE PLANS, DETAILS, HARDSCAPE NOTES, AND INTEGRALLY COLORED CONCRETE NOTES
3. DECORATIVE WAVES TO UTILIZE COLORED ADMIXTURE TO MATCH AEROSPACE MATERIAL SPECIFICATION STANDARD 595 (AMS-STD) -15200 SKY BLUE COLOR
4. DECORATIVE WAVES TO BE SMOOTH TROWEL FINISH. , a
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DECORATIVE BORDER NOTES: o
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1. CONSTRUCT DECORATIVE BORDER IN ACCORDANCE WITH THE PLANS, DETAILS, HARDSCAPE NOTES, AND INTEGRALLY COLORED CONCRETE NOTES
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2. CONSTRUCT JOINTS IN DECORATIVE BORDER IN ACCORDANCE WITH THE PLANS, DETAILS, HARDSCAPE NOTES, AND INTEGRALLY COLORED CONCRETE NOTES
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3. DECORATIVE BORDER TO BE 24" DEEP STARTING FROM BACK OF CURB PER THE PLANS. i °w
4. DECORATIVE BORDER TO UTILIZE COLORED ADMIXTURE TO MATCH AMS-STD-20260 TAN COLOR
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5. DECORATIVE BORDER TO BE SANDBLAST FINISHED
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DECORATIVE SURROUND NOTES:
1. CONSTRUCT DECORATIVE SURROUND IN ACCORDANCE WITH THE PLANS, DETAILS, HARDSCAPE NOTES, AND INTEGRALLY COLORED CONCRETE NOTES.
2. DECORATIVE SURROUND TO CONFORM TO HARDSCAPE NOTES AND INTEGRALLY COLORED CONCRETE NOTES.
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4. DECORATIVE SURROUND TO BE SANDBLAST FINISHED
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[ REVISIONS LANDSCAPE ARCHITECT OF RECORD: STATE OF FLORIDA SHEET
DATE DESCRIPTION DATE DESCRIPTION BRIAN R. SHORE LA-6666770 DEPARTMENT OF TRANSPORTATION GENERAL�j,� !NO.
MILLER LEGG
V 5747 NORTH ANDREWS WAY ROAD NO. COUNTY FINANCIAL PROJECT ID GE['E.RAL NOTES
" FORT LAUDERDALE,FLORIDA 33309-2364
9 954-436-7000•WWW.MILLERLEGG.COM SR 804 . PALM BEACH 444079-1-52-01
PRECAST TREE GRATE NOTES:
1. CONSTRUCT PRECAST TREE GRATE IN ACCORDANCE WITH THE PLANS, DETAILS, HARDSCAPE NOTES, AND INTEGRALLY COLORED CONCRETE NOTES
2. PRECAST TREE GRATE TO HAVE MINIMUM 28 DAY CURING COMPRESSIVE STRENGTH PER STANDARD SPECIFICATION 347.
3. INTEGRAL COLORED ADMIXTURE TO BE UTILIZED IN PRECAST TREE GRATE PER COLORED ADMIXTURE NOTES
4. PRECAST TREE GRATE COLORED ADMIXTURE TO MATCH AMS-STD-20266 YELLOW SAND COLOR
5. PRECAST TREE GRATE TO BE SANDBLAST FINISHED Li
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6. PRECAST TREE GRATE TO BE REINFORCED WITH#3 REBAR AS SHOWN IN THE PLAN DETAILS AND IN ACCORDANCE WITH SECTION 931 OF THE STANDARD SPECIFICATIONS. c
7. METAL L-BRACKET SUPPORT TO BE 4'L X 3"W X 3"H X %" THICK GALVANIZED STEEL. u
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8. INSTALL L-BRACKET ALONG CURB LINE AS SHOWN IN THE PLAN DETAILS ! c
9. L-BRACKET TO BE INSTALLED WITH 3" LONG GALVANIZED WEDGE ANCHORS SPACED 10 INCHES ON CENTER WITH THE CENTER POINT OF THE L-BRACKET AS THE ORIGIN.
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10. LEVELING SHIMS TO BE HIGH DENSITY POLYETHYLENE OR SIMILAR APPROVED MATERIAL.
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A. CENTER OF TREE GRATE TO BE FILLED WITH TEMPORARY RESIN BONDED AGGREGATE SURFACE.
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B. BONDED AGGREGATE TO BE COLD BONDED WITH PLASTIC SHEETING OR OTHER APPROVED MATERIAL TO PROTECT TREE GRATE AND AID IN REMOVAL.
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C. BONDING MATERIAL TO BE ULTRAVIOLET RESISTANT IN COLOR
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D. AGGREGATE TO RANGE IN SIZE BETWEEN 6MM AND 12MM. z
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E. AGGREGATE MIXTURE TO BE A MIX OF LIGHT TO DARK BROWN SMOOTH TEXTURED STONE. ,5
F. PROVIDE UNBONDED SAMPLE OF AGGREGATE TO ENIGNEER OF RECORD FOR LANDSCAPE ARCHITECT OF RECORD REVIEW FOLLOWED BY A BONDED SAMPLE. _
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REVISIONS LANDSCAPE ARCHITECT OF RECORD: STATE OF FLORIDA
DATE DESCRIPTION DATE , DESCRIPTION BRIAN R. SHORE LA-6666770 SHEET
°y DEPARTMENT OF TRANSPORTATION �T p �+ NO
LLER LEGG
21 5747 NORTH ANDREWS WAY ROAD NO. COUNTY FINANCIAL PROJECT ID • GENERAL,1V�T OTEJ f_
FORT LAUDERDALE,FLORIDA 33309-2364 5R 804 PALM BEACH 444079-1-52-01 W-I4
ry 954-436-7000.WWW.MILLERLEGG.COM
TYPICAL HARDSCAPE LAYOUT
PRECAST TREE GRATE (TYP)
SAWCUT (TYP.) 5' O.C. 4 4
REFER TO ROADWAY PLANS I
DECORATIVE WAVE (TYP)
DEGREE / MIDPOINT DECORATIVE SURROUND (T2 TYP)-
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SURROUND, SHOWN FOR REFERENCE ONLY
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BRIAN R. SHORE LA-6666770 STATE OF FLORIDA SHEET
DATE DESCRIPTION DATE DESCRIPTION DEPARTMENT OF TRANSPORTATION
yNO.
MILLER LEGG HA
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n 5747 NORTH ANDREWS WAY ROAD NO. COUNTY FINANCIAL PROJECT ID d�gg�y�y CAPE DE TAILS - '
FORT LAUDERDALE,FLORIDA 33309-2364 LO-15
n 5 954-436-7000•WWW.MILLERLEGG.COM SR 804 PALM REACH 444079-1-52-01
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NOTE: PRECAST TREE GRATES ARE SHOWN FOR '6
REFERENCE PURPOSES ONLY. 6
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G REVISIONS LANDSCAPE ARCHITECT OF RECORD: STATE OF FLORIDA
DATE DESCRIPTION DATE DESCRIPTION BRIAN R. SHORE LA-6666770 SHEET
DEPARTMENT'OF TRANSPORTATION 1NO.
MILLER LEGGpip n T c I
2 5747 NORTH ANDREWS WAY ROAD NO. COUNTY FINANCIAL PROJECT ID .ARDS CAPE DE TAILS 1
C FORT LAUDERDALE,FLORIDA 33309-2364
P.9 954-436-7000.WWW.MILLERLEGG.COM SR 804 PALM BEACH 444079-1-52-01 LD-16
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I-
REVISIONS LANDSCAPE ARCHITECT OF RECORD: STATE OF FLORIDA
DATE _ DESCRIPTION DATE DESCRIPTION BRIAN R. SHORE LA-6666770 �J �J n[� SHEET
'41i ROAD NO.DEPARTMECouNTT TRANSPORTATION
ID yd�l�yll CAPE DETAILS
NO.
MILLER LEGG
5747 NORTH ANDREWS WAY
FORT LAUDERDALE,FLORIDA 33309-2364 LO-17
n 9 954-436-7000.WWW.MILLERLEGG.COM SR 804 PALM BEACH 444079-1-52-01
SECTION No.: 93200000
FM No. (s): 444079-1-52-01
COUNTY: Palm Beach
S.R. No.: 804
EXHIBIT C
MAINTENANCE PLAN FOR LANDSCAPE IMPROVEMENTS
This Exhibit forms an integral part of the DISTRICT FOUR (4) LANDSCAPE MAINTENANCE
MEMORANDUM OF AGREEMENT between the State of Florida, Department of Transportation and
the AGENCY.
Please see attached
S:\Transportation Development\Design\In-House Design\Landscape Architecture\AGREEMENTS\1 MOA\BOYNTON
BEACH\444079-1\44407915201-MMOA-final-3.7.23.docx
MAINTENANCE PLAN
Landscape Improvements
Project State Road No(s): State Road 804/Boynton Beach Blvd.from NW 3rd Street
(MP. 8.484)to US-1/Federal Highway(MP. 9.130)
Permit or FM No(s): 444079-1-52-01
RLA of Record: Brian R. Shore
Maintaining Agency: City of Boynton Beach
Date: June 01, 2022
The purpose of a plan for the landscape improvements maintenance practices is to allow the plant material on your
project to thrive in a safe and vigorous manner while fulfilling their intended purpose and conserving our natural
resources. Plantings and all other landscape improvements within FDOT right of way shall be maintained to avoid
potential roadway hazards and to provide required clear visibility,accessibility, clearance,and setbacks as set forth
by Florida Department of Transportation (FDOT) governing standards and specifications: FDOT Standard Plans,
FDOT Plans Design Manual and FDOT Standard Specifications for Road and Bridge Construction, as amended
by contract documents, and all other requirements set forth by the District 4 Operations Maintenance Engineer.
Part I of the Maintenance Plan describes general maintenance requirements and recommendations and is standard
to all projects. Part II provides recommendations prepared by the Registered Landscape Architect of Record
specific to the attached approved plans.
PART I. GENERAL MAINTENANCE REQUIREMENTS AND RECOMMENDATIONS:
WATERING REQUIREMENTS
Watering is a critical concern for not only the maintenance of healthy plant material but also for observing
water conservation practices. The amount of water to apply at any one time varies with the weather,
drainage conditions and water holding capacity of the soil. For plant materials that have been established,
it is imperative that any mandated water restrictions be fully conformed to on FDOT roadways.
Proper watering techniques should provide even and thorough water dispersal to wet the entire root zone,
but not saturate the soil or over-spray onto travel lanes.
IRRIGATION SYSTEM
The Agency shall ensure there are no roadway overspray or irrigation activities during daytime hours
(most notably "rush hour' traffic periods). It is imperative the irrigation controller is properly set to run
early enough that the watering process will be entirely completed before high traffic periods, while
adhering to mandated water restrictions. To ensure water conservation, the Agency shall monitor the
system for water leaks and the rain sensors to ensure they are functioning properly so that the system
shuts down when there is sufficient rainfall.
MULCHING
Mulch planting beds to prevent weed growth, retain moisture to the plants, protect against soil erosion
and nutrient loss, maintain a more uniform soil temperature, and improve the appearance of the planting
beds. Do not mound mulch against the trunks of trees, palms, and the base of shrubs to allow air
movement which aids in lowering disease susceptibility. Cypress mulch is prohibited on state right of
way.
S:\Transportation Development\Design\In-House Design\Landscape Architecture\AGREEMENTS\1 MOA\BOYNTON
BEACH\444079-1\44407915201-MMOA-final-3.7.23.d ocx
INTEGRATED PLANT MANAGEMENT
An assessment of each planting area's soil is recommended to periodically determine the nutrient levels
needed to sustain healthy, vigorous plant growth.
Palms, shrubs, trees, and turf areas shall be fertilized in such a manner and frequency to ensure that the
plant material remains healthy and vigorously growing. Please be alert to changes in fertilization types
per University of Florida, Institute of Food and Agricultural Services (I.F.A.S.) recommendations.
Establishment of an integrated pest management program is encouraged to ensure healthy plants,which
are free of disease and pests.
PRUNING
All pruning, and the associated safety criteria, shall be performed according to American National
Standard Institute (ANSI) A300 standards and shall be supervised by an International Society of
Arboriculture (ISA) Certified Arborist. Pruning shall be carried out with the health and natural growth of
plant materials in mind, to achieve the FDOT requirements for maintaining clear visibility for motorists,
and provide vertical clearance for pedestrian, bicyclist, and truck traffic where applicable. Visibility
windows must be maintained free of view obstructions, and all trees and palms must be maintained to
prevent potential roadway and pedestrian hazards. All palms are to be kept fruit free. The understory
plant materials selected for use within the restricted planting areas(Limits of Clear Sight)are to be mature
height in compliance with the FDM Window Detail. Vertical clear zones for vegetation heights over
roadways and sidewalks must meet the requirements of the FDOT Maintenance Rating Program (MRP)
standards. See Reference pages. The R.L.A. of Record will provide the specific pruning heights for
mature or maintained height and spread of all plant material to achieve the design intent shall be noted
in Part II., Specific Project Site Maintenance Requirements and Recommendations.
STAKING AND GUYING
All staking materials are to be removed after one year or as directed by the RLA of Record.). Any
subsequent staking and guying activities by the Agency must adhere to FDOT Standard Plans guidelines
(See Index 580-001). The Agency shall closely monitor staking and guying attachment materials so that
they are securely fastened to avoid potential roadway hazards.
TURF MOWING
All grassed areas are to be mowed and trimmed with sufficient frequency to maintain a deep, healthy
root system while providing a neat and clean appearance to the urban landscape.All turf efforts, mowing,
curb/sidewalk edging and turf condition, must at a minimum, meet FDOT Maintenance Rating Program
(MRP).
LITTER CONTROL
The project site shall remain as litter free as practicable. It is recommended to recycle this litter to avoid
unnecessary waste by its reuse. Litter removal efforts must meet FDOT Maintenance Rating Program
(MRP)standards.
WEEDING/HERBICIDE
All planting areas shall be maintained as weed free as practicable by enlisting integrated pest
management practices in areas specified on the plans and maintaining proper mulch levels. Extreme
care is recommended when using a chemical herbicide to avoid overspray onto plant materials. It is the
applicator's responsibility to restore any damage resulting from overspray to the plantings, per the
approved plans.
S:\Transportation Development\Design\In-House Design\Landscape Architecture\AGREEMENTS\1 MOA\BOYNTON
BEACH\444079-1\44407915201-MMOA-final-3.7.23.docx
PLANT REPLACEMENT
Plant replacement shall be the same species and specification as the approved plan. Move and replace
all plant materials that may conflict with utility relocations and service. Only plants graded Florida #1 or
better, per the Florida Department of Agriculture and Consumer Services, Grades and Standards for
Nursery Plants are permitted on FDOT roadways. Should it become necessary to change the species, a
permit is required from FDOT for approval by the FDOT District Landscape Architect.
TREE CELL STRUCTURES
Underground tree cells shall be maintained in such a manner as to-prolong the life of the structure and
prevent potential safety hazards. If the structures fail or become damaged, they shall be replaced with
the same type and specification as the approved plan.
LANDSCAPE ACCENT LIGHTING
Landscape accent lighting shall be maintained in such a manner as to prolong the life of the lighting
fixture and prevent potential safety hazards. If the lighting fixtures and their system become damaged,
they shall be replaced with the same type and specification as the approved plan. Landscape lighting
shall meet requirements for the sea turtle nesting and hatching.
HARDSCAPE (SPECIALTY SURFACING)
All tree grates and specialty surfacing (if applicable) shall be maintained in such a manner as to prevent
any potential tripping hazards and protect damage to the surfacing and tree grates. Final surface
tolerance from grade elevations shall, at a minimum, meet the most current FDOT Maintenance Rating
Program Handbook for a sidewalk; ADA accessible sidewalk; and FDOT Design Standards for Design,
Construction, Maintenance and Utility Operations on The State Highway System. If the specialty
surfacing or tree grates become damaged, they shall be replaced with the same type and specification
as the approved plan.
HARDSCAPE (CONCRETE PAVERS)
All concrete pavers (if applicable) shall be maintained in such a manner as to prevent any potential
tripping hazards and protect damage to the pavers. Final surface tolerance from grade elevations shall,
at a minimum, meet the most current Interlocking Concrete Pavement Institute (ICPI), Guide
Specifications for Pavers on an Aggregate Base, Section 23 14 13 Interlocking Concrete Pavers, Part
3.05. If the concrete pavers become damaged, they shall be replaced with the same type and
specification as the approved plan. -
It shall be the responsibility of the AGENCY to maintain all signs located within a non-standard surfacing
area. Such maintenance to be provided by the AGENCY shall include repair and replacement of the sign
panel, post, and base.
HARDSCAPE (NON-STANDARD TRAVELWAY SURFACING)
It shall be the responsibility of the AGENCY to restore an unacceptable ride condition of the roadway,
including asphalt pavement (if applicable), caused, or contributed by the installation or failure of non-
standard surfacing, and/or the header curb, on the Department of Transportation right of way within the
limits of this Agreement. Pavement restoration areas or "patches" will have a minimum length of 10-ft,
measured from the edge of the header curb, and a width to cover full lanes for each lane affected by the
restoration.
Pavement restoration will be performed in accordance with the most current edition of the FDOT Standard
Specifications for Road and Bridge Construction, and the FDOT Design Standards for Design,
Construction, Maintenance and Utility Operations on the State Highway System.
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SITE FURNISHINGS
Site furnishing such as Trash Receptacles, Benches, Bollards and Bicycle Racks shall be maintained in
such a manner as to prolong the life of the fixture and prevent potential safety hazards. If the fixtures and
their overall function and mounting systems become damaged,they shall be replaced with the same type
and specification as the approved plan.
MAINTENANCE OF TRAFFIC CONTROL
Reference the FDOT website regarding the selection of the proper traffic control requirements to be
provided during routine maintenance and/or new installations of this DOT roadway.
VEGETATION MANAGEMENT AT OUTDOOR ADVERTISING (ODA)
(IF APPLICABLE)
To avoid conflicts with permitted outdoor advertising, please reference the State of Florida website
regarding the vegetation management of outdoor advertising. This website provides a portal to search
the FDOT Outdoor Advertising Inventory Management System Database. The database contains an
inventory of outdoor advertising structures, permits and other related information maintained by the
Department.
Also, reference the Florida Highway Beautification Program website link for Vegetation Management at
ODA signs Florida Statutes and Florida Administrative Code related to vegetation management at
outdoor advertising sign, permit applications for vegetation management and determining mitigation
value of roadside vegetation.
PART II. SITE SPECIFIC PROJECT MAINTENANCE REQUIREMENTS AND RECOMMENDATIONS:
1. The Design Intent is to provide future palm planting locations along the corridor integrating patterned
concrete design and concrete tree grates.
2. Concrete tree grates and concrete pavement shall be inspected on a quarterly basis for aesthetic
appearance and safety conditions. Address any issues identified by repairing or replacing those
specific locations. To maintain the overall aesthetic appearance and safety of the concrete tree grates
and colored concrete pavement, they shall be cleaned on a twice-yearly basis to prevent mold, dirt,
oil, and gum build up. Joints and cracks in concrete, patterned concrete, concrete curbs, expansion
joints, catch basins, gutter areas, etc. shall be inspected on a monthly basis to keep those areas free
of weeds.
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--- — - REFERENCES-(4-27-20)
This reference list is provided as a courtesy. The list may not contain the most current websites.
The most current references must be accessed for up-to-date information.
Accessible Sidewalk(ADA) http://www.access-board.gov/guidelines-and-standards/streets-sidewalks
Americans with Disabilities Act(ADA)(ADAAG) http://www.ada.gov/2010ADAstandards index.htm
American National Standard Institute,ANSI A300, (Part 1) for Tree Care Operations- Trees, Shrub, and
Other Woody Plant Maintenance-Standard Practices(Pruning), available for purchase
http://webstore.ansi.orq
Florida Department of Agriculture and Consumer Services, Division of Plant Industry, Florida Grades and
Standards for Nursery Plants 2015 http://www.freshfromflorida.com/Divisions-Offices/Plant-
Industry/Bureaus-and-Services/Bureau-of-Plant-and-Apiary-Inspection
Florida Department of Community Affairs (DCA), Florida Board of Building Codes&Standards, 2017 Florida
Building Code, Chapter 11 Florida Accessibility Code for Building Construction Part A
http://www.floridabuildinq.orq/fbc/workgroups/Accessibilitv Code Workgroup/Documentation/CHAPTER
11 w fla specifics.htm
Florida Department of Transportation, Program Management, Maintenance Specifications Workbook
Supplemental Specifications, Section 580 Landscape Installation
http://www.fdot.gov/programmanagement/Maintenance/2019Jan/default.shtm
Florida Department of Transportation, FDOT Standard Plans for Design, Construction, Maintenance and
Utility Operations on the State Highway System, Index 580-001 Landscape Installation
http://www.fdot.gov/design/standardplans/current/I Dx/580-001.pdf
Florida Department of Transportation, FDOT Design Manual for Design, Construction, Maintenance and
Utility Operations on the State Highway System, Chapter 212.11 Clear Sight Triangles
http://www.fdot.gov/roadway/FD M/cu rrent/2018FDM212I ntersections.pdf
Florida Department of Transportation, FDOT Design Manual for Design, Construction, Maintenance and
Utility Operations on the State Highway System, Chapter 215.2.3 Clear Zone Criteria, Chapter 215.2.4
Lateral Offset, Table 215.2.1 Clear Zone Width Requirements, and Table 215.2.2 Lateral Offset Criteria (for
Trees) http://www.fdot.gov/roadway/FDM/current/2018FDM2I 5RoadsideSafetv.pdf
Florida Department of Transportation, FDOT Standard Plans for Design, Construction, Maintenance and
Utility Operations on the State Highway System, Index Series 102-600 Traffic Control through Work Zones
http://www.fdot.gov/design/standardplans/current/I Dx/102-600.pdf
Department of Transportation, Landscape Architecture Website www.MyFloridaBeautiful.com
Florida Department of Transportation, Maintenance Rating Program Handbook
http://www.dot.state.fl.us/statemaintenanceoffice/MaintRatinaProg ram.shtm
Florida Department of Transportation Outdoor Advertising Database http://www2.dot.state.fl.us/rightofwav/
Florida Exotic Pest Plant Council Invasive Plant Lists http://www.fleppc.orq/list/list.htm
Florida Irrigation Society http://www.fisstate.o[g
Florida Power and Light(FPL), Plant the Right Tree in the Right Place
http://www.fpl.com/residential/trees/right tree right place.shtml
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SECTION No.: 93200000
FM No. (s): 444079-1-52-01
COUNTY: Palm Beach
S.R. No.: 804
EXHIBIT D
APPROXIMATE COST FOR LANDSCAPE IMPROVEMENTS
This Exhibit forms an integral part of the DISTRICT FOUR (4) LANDSCAPE MAINTENANCE
MEMORANDUM OF AGREEMENT between the State of Florida Department of Transportation and
the AGENCY.
DECORATIVE COLORED CONCRETE & UNIT
0921-351QTY UNIT COST
PRECAST TREE GRATE SYSTEM PRICE
Decorative Wave (Sky Blue) 750 SY $225.00 $168,750.00
_ _Decorative Border(Tan) 650 SY $225.00 $146,250.00
Tree Grate Decorative Surround (Tan) 230 SY $225.00 $ 51,750.00
Tree Grate (Precast, 1.6 SY x 147) 147 SY $225.00 $ 33,075.00
OPINION OF PROBABLE COST: $399,825.00
The above costs are included in the Agency's financial responsibility, as outlined in the Locally
Funded Agreement executed by the Department and the City of Boynton Beach on July 12th, 2022,
and approved with Agency Resolution R22-089.
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SECTION No.: 93200000
FM No. (s): 444079-1-52-01
COUNTY: Palm Beach
S.R. No.: 804
EXHIBIT E
RESOLUTION
This Exhibit forms an integral part of the DISTRICT FOUR (4) LANDSCAPE MAINTENANCE
MEMORANDUM OF AGREEMENT between the State of Florida, Department of Transportation and
the AGENCY.
Please see attached
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