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R25-178 1 RESOLUTION NO. R25-178 2 3 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF BOYNTON 4 BEACH, FLORIDA, APPROVING A PURCHASE ORDER TO ATLANTIC 5 SOUTHERN PAVING AND SEALCOATING, LLC FOR PROJECT TR25XX - 6 TASK 230 - MLK JR. BOULEVARD RESURFACING, IN THE AMOUNT OF 7 $310,654 PLUS A 10% CONTINGENCY OF $31,065, FOR A TOTAL NOT 8 EXCEEDING $341,719; AND FOR ALL OTHER PURPOSES. 9 10 WHEREAS, there are aging roadway conditions along MLK Jr. Boulevard, which can be 11 addressed by milling and resurfacing select segments, correcting curb flares, upgrading ADA 12 elements, and replacing damaged sidewalks and pavement markings. The project includes base 13 repairs, traffic loop coordination, and re-sodding disturbed areas. The proposed improvements 14 are in alignment with the City's infrastructure goals and were developed through a detailed 15 engineering review. The plans include updated thermoplastic striping, ADA sidewalk corrections, 16 and curb ramp installations per MUTCD and Palm Beach County standards; and 17 WHEREAS, the City Commission, upon the recommendation of staff, has deemed it in the 18 best interests of the City's citizens and residents to approve a Purchase Order to Atlantic Southern 19 Paving and Sealcoating, LLC for project TR25XX - Task 230— MLK Jr. Boulevard Resurfacing, in the 20 amount of $310,654, plus a 10% contingency of $31,065, for a total not exceeding $341,719. 21 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF BOYNTON 22 BEACH, FLORIDA, THAT: 23 SECTION 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as 24 being true and correct and are hereby made a specific part of this Resolution upon adoption. 25 SECTION 2. The City Commission of the City of Boynton Beach, Florida, does hereby 26 approve a Purchase Order to Atlantic Southern Paving and Sealcoating, LLC for project TR25XX - 27 Task 230 — MLK Jr. Boulevard Resurfacing, in the amount of $310,654, plus a 10% contingency of 28 $31,065, for a total not exceeding $341,719, as further detailed in Exhibit A, attached hereto. 29 SECTION 3. The City Commission of the City of Boynton Beach, Florida, hereby 30 authorizes the Mayor to execute any ancillary documents as may be necessary to accomplish the 31 purpose of this Resolution. 32 SECTION 4. This Resolution shall take effect in accordance with the law. 33 34 PASSED AND ADOPTED this /S day of rf.(0 2025. 35 CITY OF BOYNTON BEACH, FLORI A 36 YES NO 37 Mayor— Rebecca Shelton I/ 38 39 Vice Mayor—Woodrow L. Hay 40 41 Commissioner—Angela Cruz 42 43 Commissioner—Thomas Turkin ✓ 44 45 Commissioner—Aimee Kelley 46 47 VOTE 48 ATT . . 49 50 \ Si Maylee fe l_ us, MP , MMC Rebecca Shelton 52 City ClerkMayor 53 54 APPROVED AS TO FORM: 55 (Corporate Seal) 56 57 Ja.10/X grn 58 Shawna G. Lamb 59 City Attorney ATLANTICSOUTHERN PAVING LLC PAVING AND SEALCOATING A ROSE PAVING COMPANY YOUR NATIONWIDE PAVEMENT MAINTENANCE SOLUTION OPP-25-022813 W. Martin Luther King Jr Blvd Deiby Rodriguez 401„, Richard Atzert rich.atzert@rosepaving.com ATLANTICSOUTHERN PAVING AND SEALCOATING A ROSE PAVING COMPANY O P P-25-022813 06/23/2025 Account Information Contact Information Rose Paving Information Account Name: Contact Name: Account Executive: MLK Jr Blvd Resurfacing Task 230 Deiby Rodriguez Richard Atzert Street Address: Contact Email: Email: W. Martin Luther King Jr Blvd rodriguezde©bbfl.us rich.atzert@rosepaving.com City State Zip: Contact Phone: Cell: Boynton Beach FL 33435-0000 5616462377 904.234.9192 Notes/Exclusions PRICING TABLE Service Line Name Subtotal MOT $31,318.50 Concrete $105,797.50 Mill and Pave $158,952.40 Striping $14,585.40 Total $310,653.80 www.atlanticsouthernpaving.com 1104 NW 50th Ave.,Ste.E Gainesville,FL 32609 l352-378-2636te1 I fax Concrete Item 135-valley gutter removal 398 LF @$15.00 per LF $5,970.00 Item 136-valley gutter 398 LF @$50.00 per LF $19,900.00 Item 131-D curb removal 386 LF @$10.00 per LF $3,860.00 Item 132-D curb 476 LF @$45.00 per LF $21,420.00 Item 151-concrete removal 989 SF @$10.00 per SF $9,890.00 Item 145-4"concrete 1,325 SF @$7.50 per SF $9,937.50 Item 141-4"concrete 82 SY @$135.00 per SY $11,070.00 Item 147-ADA Mats(contingency) 20 @$250.00 each $5,000.00 Item 146-6"concrete(ramp flares) 1,500 SF @$12.50 per SF $18,750.00 Mill and Pave Item 23-remove unsuitable material 30 CY @$30.00 per SY $900.00 Item 48-6"limerock 154 SY @$15.00 per SY $2,310.00 Item 88-1.5"milling 6,834 SY @$3.60 per SY $24,602.40 Item 72-1.5"paving 574 tons @$130.00 per ton $74,620.00 Item 93-SRR 1.5"asphalt 1,570 SY @$36.00 per SY $56,520.00 MOT Item 20-flaggers 912 hours @$26.25 per hour $23,940.00 Item 20-FEC flaggers 218 hours @$26.25 per hour $5,722.50 Item 4-barricades 100 @$9.00 each $900.00 Item 16-message boards 2 @ 14 days @$27.00 per day $756.00 Striping Item 111-24"white 164 LF @$10.00 per LF $1,640.00 Item 108-12"white 340 LF @$6.10 per LF $2,074.00 Item 102-6"yellow 3,900 LF @$1.80 per LF $7,020.00 Item 103-6"white 183 LF @$1.80 per LF $329.40 Item 112-arrows 4 @$88.00 each $352.00 Item 114- RR crossing 1 @$250.00 each $250.00 Item 121-Y/Y RPMs 160 @$15.00 each $2,400.00 Item 122-W/R RPMs 10 @$15.00 each $150.00 Item 123-single sign and post 1 @$370.00 each $370.00 $310,653.80 A • " t_. . . , . i r 0-mirirri- .. - • y. `• _ r`s ' _ -F .. '•s'�� _..I. ' .. s.^..' , f,, .A r T r .1171' fl • ' L-�Ti`° � » 1'` ' + I' �Eglise A�semblee U M i . ,. N t s �+� '4� + ��4w, ',John oris � ' ' C x Memorial Cha el 7 • ''.-1, ,F pl i • �j • ^. rv.. ' n•mAlf• .n++,- ......- 1 ' '. 1 R -OA, r, ,��4y'W,- ✓'11t ' » Dollar General — ... J I Oillt &1 .D« � s �� •�. axe � � ': �� �.1 SyC hbertls '• =� ,Ep�smp'al Churg -� 0r .«'tel r .-----.111111111W— .'_' '1�_. •p�.`t°'ss•., _. - ri. N a*yP d .4 •� _ Cs�utrl_t.. nq .MuiFlerBA I Y i y , . Ave r. NE 9.0 Ave Muy �r,o "f r td• _. _ -_ - •.1_ .. - fres_ t .. .f u.�A �. _- I r• SCOPE OF WORK 6)Re-stripe as per existing layout(conform to PBCo 1)Mill existing Asphalt surface 1-1-" LEGEND"Deep Tp 24/MUTCD for thermoplastic paving marking requirements and specifications) 2)Re-pave road segments as indicated with Type S-IIIExisting Sidewalk asphaltic pavement 1-1"Th. 7)Repair/Replace damaged sections of 4"or 6"thick Existing Curbing concrete sidewalk,correct slopes for ADA,and install ay 3)Identify any areas of exposed base,remove any mud or ADA/detectable warning mats as shown. deleterious materials and add new base rock material as �i�� Proposed Concrete Repair needed to provide a flat level substrate for new asphalt 8)Replace any damaged sod from operations as needed Proposed Road Base Repair base that may be damaged from equipment,staging,trucking or otherwise. Existing Dumping Ground to be filled 4)Re-compact exposed or corrected areas of base as needed prior to new asphalt placement 9)Contractor will be responsible for any damage to Handicap/ADA mat Locations residential irrigation systems/damaged traffic loops 5)Curb flares at driveways to be corrected to have correct Limits of Asphalt Milling&Resurfacing 3'flare down to meet Engineering standards CITY OF BOYNTON BEACH NO DATE REVISION DESCRIPTT F BY •' U DRAWN BY lei_ . DRAW!."° `°`°" f ° „� PERMIT DEPARTMENT OF PUBLIC WORKS CHECKED EFT: ac OO BIDDING MLK JR BLVD — I "c"'ND. DRAWING DATE o STREET RESURFACING ENGINEERING DIVISION FIELD BOONI: - NEM ocaNsxaNEET / - 100 EAST OCEAN AVENUE, BOYNTON BEACH, FLORIDA 33435 PAGE�. - ' ,•oINfDPW • TASK 230 , ' RAGE is I=1 OTHER Tel. (561) 742-6244 4- �CORE. - COVER RE-STRIPE THERMOPLASTIC PARALLEL PARKING SPACE 12 LF - CONCRETE CURB REPAIR SIDEWALK REPAIR - 10' X 5'1/,,,t � , , LIMITS OF ASPHALT MILLING �." ' b//� ;�,'��• �t �...!.' `' r D & RESURFACING l_icit o 21 40 .2 40----..1 C)' . • ' \ VALLEY GUTTER REPAIR - 15' X 3' z CONCRETE CURB INLET— REPAIR ' .4..* ,. ; RE-STRIPE THERMOPLASTIC STOP BAR, SOLID WHITE LINE, DBL YLW, DIRECTION ARROWS, CROSSWALK, RPMs (TYP.) Thr --.. Eu) ' 5X10 BASE REPAIR (1)VALLEY GUTTER TO BE REPAIRED (6' X 3') REMOVE ALL UNSUITABLE MATERIAL, ADD BASE LEVEL, & RE-COMPACT PRIOR TO NEW ASPHALT —Existing Trak Loop Loction/Contig. m COORDINATE MILLING OPERATIONS TO WORK AROUND TRAFFIC LOOP LOCATIONS LEGEND -101110111011 CONTRACTOR RESPONSIBLE FOR DAMAGES TO N TRAFFIC LOOPS • Existing Sidewalk Rik Existing Curbing %"A Proposed Concrete Repair NProposed Road Base Repair h ",„4.6.1N, Existing Dumping Ground to be filled Handicap/ADA mat Locations Limits of Asphalt Milling&Resurfacing • CITY OF BOYNTON BEACH "° °"` IMMO °�°"�" M. 112i m SEAL ""°FOR °"""°"° DEPARTMENT OF PUBLIC WORKSENGINEERING DIVISION o MLK JR BLVD — Ioo STREET RESURFACING PR01pL MD 100 EAST OCEAN AVENUE. BOYNTON BEACH, FLORIDA 33435 iarnvc4: I- 0'iD1°1T0i'L TASK 230 9`E` Tel. (561) 742-6244 aoc taoc i- Dona 1 8 Or Ir SIDEWALK REPAIR - 15' X 5' CONCRETE CURB REPAIR - 10 LF 12 LF - CONCRETE CURB REPAIR VALLEY GUTTER TO BE REPAIRED (10' X 3') SIDEWALK REPAIR - 10' X 5' CONCRETE CURB REPAIR - 10 LF ` _. .. , I I I I I :: I I -i . I-2,.25•--I ::. CD �_ ilii., I T VALLEY_GUT7ER TO BE REPAIRED_(6' x 3'}.__.. ,._ RE—STRIPE THERMOPLASTIC PARALLEL PARKING SPACE (TYP) --- VALLEY GUTTER REPAIR - 20' X 3' r:.. I 1 I CONCRETE CURB REPAIR - 20 LF Fri ... ... I-20.00 I I 1 I I--20.50' I Cr)/ Cf.)T Fri I Fr-I EXISTING CURB FLARE 1-11 TO BE REMOVED AND (f I REPLACED WITH CORRECT VALLEY GUTTER TO BE REPAIRED (10' X 3')—' (j) FLARE P1 P1 m I i -1 LEGEND i•••1•:-.% Existing Sidewalk _ Existing Curbing ��� Proposed Concrete Repair i ‘\\ Proposed Road Base Repair af;iir4:71Existing Dumping Ground to be filled Handicap/ADA mat Locations Limits of Asphalt Milling&Resurfacing • CITY OF BOYNTON BEACH "° °"" ""°"DESCRIPTION °� m 'V "°`°" COMM"° CHECKED er: 1 ocv�ns MLK JR BLVD - DEPARTMENT OF PUBLIC WORKS 0°00110 STREET RESURFACING PROJECT NO. ENGINEERING DIVISIONCHASM HELD BOOK 'S o 100 EAST OCEAN AVENUE, BOYNTON BEACH, FLORIDA 33435CONSTRUCTION SHEET Tel. (561) 742-6244 1_ oo TASK 230 2 Or 8 I I VALLEY GUTTER TO BE REPAIRED (6' X 3') VALLEY GUTTER TO BE REPAIRED 20' X 3') EXISTING CURB FLARE TO BE REMOVED AND REPLACED WITH CORRECT FLARE LENGTH SIDEWALK REPAIR (10' X 5') CONCRETE CURB REPAIR - 10 LF—SIDEWALK REPAIR (10' X 5') I CONCRETE CURB REPAIR - 10 LF EXISTING FLARE AND DROP CURB 4 TO BE REMOVED D� /� •Elis%i�LLi:LI! ' 1-21 25-1 12267 • .' /� `` ) 1 ///////moi. 'NN----RE-STRIPE l l T I VALLEY GUTTER TO BE REPAIRED (10' X 3) �RE STRIPE THERMOPLASTIC PARALLEL PARKING SPACE (TIP) �±Z e l k = VALLEY GUTTER TO BE REPAIRED AROUND CURB INLET (15') `� j , 1 I 2400 1 .. Cf) V / ilfr ITII CONCRETE CURB REPAIR - 10 LF Fri EXISTING CURB FLARE TO BE REMOVED AND EXISTING CURB FLARE TO BE REMOVED AND REPLACED WITH CORRECT REPLACED WITH CORRECT FLARE LENGTH = FLARE LENGTH CONCRETE CURB REPAIR - 10 LF FT-1 rli - II I I N LEGEND .3 Existing Sidewalk I Existing Curbing ,N Proposed Concrete Repair I \�� Proposed Road Base Repair I F"''4Yr Existing Dumping Ground to be filled IHandicap/ADA mat Locations Limits of Asphalt Milling&Resurfacing • CITY OF BOYNTON BEACH '� I a,E I I `°'t °�."'°�e. I I I cxa®er. onwns MLK JR BLVD - DEPARTMENT OF PUBLIC WORKS I I I O°°0"0 STREET RESURFACING ""Q C MD 0 ODER ENGINEERING DIVISION I I Ih PAGE 7K - o� 100 EAST OCEAN AVENUE, BOYNTON BEACH, FLORIDA 33435 I I I i- OKO�"^0 TASK 230 Tel. (561) 742-6244 I I I CEDE woe - 3 v 8 © —20X8 BASE REPAIR - REMOVE ALL UNSUITABLE MATERIAL, _1.7-4' PRIOR TOE NEW ASPHALT COMPACT CONCRETE CURB REPAIR 20 LF EXISTING CURB FLARE TO BE REMOVED AND "EPLACED WITH CORRECT FLARE LENGTH EXISTING CURB FLARE TO BE REMOVED AND CONCRETE CURB REPAIR - 5 LF REPLACED WITH CORRECT FLARE LENGTH SIDEWALK REPAIR - 20' X 10' C D / . . .. _ . ONN I /////moi,;` C7 RE-STRIPE CROSSWALK TYP 16X14 BASE REPAIR - REMOVE ALL UNSUITABLE \�� VALLEY GUTTER TO BE REPAIRED (15' X 3') ( ) � MATERIAL, ADD BASE LEVEL, & RE-COMPACT s�• PRIOR TO NEW ASPHALT I— RE STRIPE THERMOPLASTIC PARALLEL PARKING SPACE (TYP)THERMOPLASTIC ( ( ) En G YELLOW CHEVRON NO PARKING VALLEY GUTTER TO BE REPAIRED 16' X 3' En I I r /♦/ ;1; . ' - -..-r-:".?. yam '- +.•_. " ..r. *. W/„ - par . .f. VALLEY GUTTER TO BE REPAIRED (18' X 3') 1-17 ni CONCRETE CURB REPAIR - 5 LF , Fri SIDEWALK REPAIR - 15' X 5' EXISTING CURB FLARE TO BE REMOVED AND Fri REPLACED WITH CORRECT FLARE LENGTH SIDEWALK REPAIR - 15' X 5' 16X8 BASE REPAIR - REMOVE CONCRETE CURB REPAIR - 20 LF ALL UNSUITABLE MATERIAL, VALLEY GUTTER TO BE REPAIRED - 20' X 3' ADD BASE LEVEL, & RE-COMPACT Cr) _ _ PRIOR TO NEW ASPHALT = —FILL IN "DUMPING GROUND" WITH DIRT, RE-SOD FILL IN "DUMPING GROUND" WITH DIRT. RE-SOD TO MATCH BACK OF SIDEWALK TO MATCH BACK OF SIDEWALK _ ITI Tri En --I i I I LEGEND Ess Existing Sidewalk MI Existing Curbing rProposed Concrete Repair tilh. 14 Proposed Road Base Repair NWT T Existing Dumping Ground to be filled Handicap/ADA mat Locations Ai Limits of Asphalt Milling&Resurfacing •J■ '�o o� �wnx mc+wo� �r >� •. m FOR CITY OF BOYNTON BEACH •� _ _ DEPARTMENT OF PUBLIC WORKS J. ........ R ��O"10 STREET RESUMLK JR RFACING ""Q L MD • ENGINEERING DIVISION a ?%s;'�_ ornn� 100 EAST OCEAN AVENUE, BOYNTON BEACH, FLORIDA 33435 i_ �'f011`T'0 TASK 230 SHEET Tel. (561) 742-6244 ;:'r a ._ Dano 4 ' 8 I © FILL IN "DUMPING GROUND" WITH DIRT, RE-SOD SIDEWALK REPAIR - 10' X 5' ITO MATCH BACK OF SIDEWALK EXISTING CURB FLARE I TO BE REMOVED AND EXISTING CURB FLARE TO BE REMOVED AND SIDEWALK REPAIR - 50' X 5' REPLACED WITH REPLACED WITH CORRECT FLARE LENGTH CONCRETE CURB REPAIR - 50 LF CORRECT FLARE LENGTH ICONCRETE CURB REPAIR - 30 LF 10X8 BASE REPAIR - REMOVE— I ALL UNSUITABLE MATERIAL, CONCRETE CURB REPAIR - 5 LF ADD BASE LEVEL, & RE-COMPACT Z PRIOR TO NEW ASPHALT &` -;..--.,.,...1 (.....'!,. ....:.f::.:::',,..'-- ;.._ %M/M ie .%,-. ./moi/i T} ',.i .:1. "t,w..i:,:'i.' ,i///moi, RE—STRIPE THERMOPLASTIC n VALLEY GUTTER TO VALLEY GUTTER TO VALLEY GUTTER TO PARALLEL PARKING SPACE (TYP.) BE REPAIRED (10' X 3') BE REPAIRED (50' X 3') BE REPAIRED (15' X 3') r— ' 10tF ; A. " 14X14 BASE REPAIR - REMOVE ALL UNSUITABLE MATERIAL, t` 5j w - ADD BASE LEVEL. & RE-COMPACT PRIOR TO NEW ASPHALT .. . �f "' •. ,�_. 71#0.' A" .� . .1/. •:', S ,.l�.. 1:i,.;.',-....!..'.- .>!:"..E. 4. �1...-.-7-'...1...1;4's :' 40, Hi _,- .. EXISTING CURB FLARE TO BE REMOVED AND 71 C REPLACED WITH I El EXISTING CURB FLARE TO BE REMOVED AND VALLEY GUTTER TOORRECT FLARE LENGTH REPLACED WITH CORRECT FLARE LENGTH BE REPAIRED (25' X 3') I (/ SIDEWALK REPAIR - 10' X 5' CONCRETE CURB REPAIR - 50 LF xt SIDEWALK REPAIR - 10' X 5' SIDEWALK REPAIR - 10' X 5' TCONCRETE CURB REPAIR - 10 LF EXISTING CURB FLARE TO BE REMOVED AND FT]' REPLACED WITH CORRECT FLARE LENGTH Erl r lEn LEGEND -H I }--; Existing Sidewalk I O) owl Existing Curbing I 4 Proposed Concrete Repair IProposed Road Base Repair e' g r Existing Dumping Ground to be filled IHandicap/ADA mat Locations Limits of Asphalt Milling&Resurfacing CITYOF BOYNTON BEACH NO. DATE REVISION DESCRIPTOR 'WV .. r °",.�°NO. RESURFACING PPO 'ND DEPARTMENT OF PUBLIC WORKS ' oPERINTS MLK JR BLVD — OTHER ' o� oars • ENGINEERING DIVISION • as 100 EAST OCEAN AVENUE, BOYNTON BEACH, FLORIDA 33435 I ▪ i ,_ o T10H^� TASK 230 SHEET Tel. (561) 742-6244I '- ,-• r, r. 5 or U CONCRETE CURB REPAIR - 50 LF REMOVE CONCRETE SIDEWALK/DRIVEWAY ' I © CONCRETE DRIVEWAY TO BE REPLACED WITH SOD EXISTING FLARE TO BE REMOVED I VALLEY GUTTER TO BE REPAIRED (50' X 3') SEE EXHIBIT ON MLK JR BLVD MURAL SIDEWALK SHEET FOR NEW EXISTING CURB FLARE TO BE REMOVED AND 10X8 BASE REPAIR SIDEWALK CONSTRUCTION REPLACED WITH CORRECT FLARE LENGTH REMOVE ALL UNSUITABLE MATERIAL, ADD BASE LEVEL, & I SIDEWALK REPAIR - 20' X 5' RE-COMPACT PRIOR TO NEW ASPHALT I CONCRETE CURB REPAIR - 40 LF LIMITS OF ASPHALT MILLING VALLEY GUTTER TO BE REPAIRED (25' X 3') Sc RESURFACING EXISTING CURB FLARE TO BE REMOVED AND C REPLACED WITH CORRECT FLARE LENGTH '"'�/ D dog/.ii. f � �� , D�� � MMINAlilr _l-2000-1 v.� moi / NEW LOCATION FOR THERMOPLASTIC RXR RAILROAD PAVEMENT STRIPE .. RE STRIPE THERMOPLASTIC PARALLEL PARKING SPACE (TYP� I 155.00' VALLEY GUTTER TO I o I ��; BE REPAIRED (6' X 3')� :: : :: ::.:::.• '� EMW V 4 VALLEY GUTTER TO BE REPAIRED (15' X 3)I IF 2oa0--I I ' ` I , ` 20X8 BASE REPAIR b C / irf/z Fri REMOVE ALL UNSUITABLE r1 MATERIAL, ADD BASE EXISTINGCOMPACT CURB FLARE TO BE REMOVED AND LEVEL, & RE COMPACT 10X8 BASE REPAIR REPLACED WITH CORRECT FLARE LENGTH SIDEWALK REPAIR - 25' X 5' PRIOR TO NEW ASPHALT REMOVE ALL UNSUITABLE MATERIAL, ADD BASE LEVEL, & RE- SIDEWALK REPAIR - 20' X 5' PRIOR TO NEW ASPHALT CONCRETE CURB REPAIR - 20 LF CONCRETE CURB REPAIR - 10 LF CONCRETE CURB REPAIR - 5 LF T RELOCATED RAILROAD CROSSING SIGN (W10 1, W10 9P) }. G 1 Erl Fri LEGEND :;.t_-r Existing Sidewalk I I Existing Curbing � Proposed Concrete Repair I \' Proposed Road Base RepairII II ii, I *n�;' Existing Dumping Ground to be filled IHandicap/ADA mat Locations I ;iiiii:. Limits of Asphalt Milling&Resurfacing • CITY OF BOYNTON BEACH "° °"E KNOW°�"'T I I '� °'"°`°'° r °' "°a,. arae n: ovemns MLK JR BLVD - DEPARTMENT OF PUBLIC WORKS O°°0N0 STREET RESURFACING , °"Q L w. ENGINEERING DIVISION °"1110 D1�� 100 EAST OCEAN AVENUE, BOYNTON BEACH, FLORIDA 33435ME Afflli; .- orsniswnowL TASK 230 " Tel. (561) 742-6244 riot Door: i- O°eQ 6 a 8 M I REMOVE CONCRETE SIDEWALK / SEE SHEETIO for NEW SIDEWALK I SEE EXHIBIT ON MLK JR BLVD ALIGNMENT/LAYOUT MURAL SIDEWALK SHEET FOR NEW SIDEWALK CONSTRUCTION Z j/ /i:/�"ice/�`'�%i."f`i%/,.•, . D %%� —RE–STRIPE THERMOPLASTIC STOP BAR, SOLID WHITE LINE, DBL YLW, DIRECTION ARROWS, CROSSWALK (TYP.) . — SMIAI. -- , "—LIMITS OF ASPHALT MILLING & RESURFACING n 44 1:••� i .. r i. v / 77 INS v. Vil 805 ':. , 4 , „ , ,)I * ' Existing Traflc Loop Loction/Contig. Fri I / cn / COORDINATE MILLING OPERATIONS TO WORK LEGEND j AROUND TRAFFIC LOOP LOCATIONS Existing Sidewalk CONTRACTOR RESPONSIBLE FOR ANY DAMAGES TO TRAFFIC LOOPS Existing Curbing I r 4 Proposed Concrete Repair I , N Proposed Road Base Repair Existing Dumping Ground to be filled IHandicap/ADA mat Locations Limits of Asphalt Milling&Resurfacing CITYOF BOYNTON BEACH i� °"" "`"�°"°`�^" �"` 'u` °FON • DRAW "° DEPARTMENT OF PUBLIC WORKS I APPROVED o MLK JR BLVD – � STREET RESURFACING • ENGINEERING DIVISION I „u,KOKANG - o 100 EAST OCEAN AVENUE, BOYNTON BEACH, FLORIDA 33435 AGE j CONSTRUCTION � D"w'�"i TASK 230 SHEET NEiE ]ICF: - ry p Tel. (561) 742-6244 J GDE coos i- 00 ! 8 NOM..DEVON OWEN. snow rag l'..."1 ...7.01 r , ;:,;vel li n I a' MEAE9OMATERIALS M 4:G E88µCONSTRUCTION S,.b.„4 4 w ma �.. �Bv..m r . r w m.n..m Arr wr w mi„ r AAAA I MOM W .�I'..""•.....,..I w r ms ___. .m�q ••mw . _l ` IriatencjIV" —�• .. lop. �.......-.NT PM.moa�- ....r MA RD AAAA. y ® r �.o RDs .. I TYPE D CURB•• VERTICAL CUR▪B&CUTTER B® .• ._. r r� as wm a m.s mm.n.�a m.vR rwa z mw n NOM.. m ..a •� r ,w�- IN e�o wnR.a ' a_wmvrn«e a eu�..mmumew a rte . � .r 1 r � IP ...a mown www• u we..maw•a..muco.•rm......•a f. .w...n 2'VALLEY GUTTER- •u••••••••ww,. ••••.•.® m• .•m .®...• NI a u. .w. ® ..••..n....ma... . e.. m nu....... n,—AAM•• a 'To."' ® .•.•....aR .-,•...-••AAAA o AAAA .,.m n•..� ....moo.o..▪ ` BOYNTON BEL.ErD•<EwD ST.w.00EM BOYNTON EAn.ENOMERI G STArMA)ET. BOYWMI EN.ENONEEA.D STANDARD oETA• •120•.4.•BRDMEEPOW STAMM.DMA two or Eyn ow van YF•t A c m 111 I ... PAVEMENT COMPOSITION TYPICAL ROADWAY SECTION B•• ROADWAY DESIGN CRITERIA CURBB GUTTER w } Y•• ��� RESIDENTIAL ACCESS AND LOCAL STREETS -n4c4OSD'LOCAL STREET I �•7' EON Ng ra. IS 1,2 R. r .I M A�A ••� • •••• =MUMS W I ortB ... _ 110. av+iB WOWINL ♦ .A. \ ./-V.,.A J ,..E Y WRIT NG •Ma, ,oN —I r. rI.g... • RR SE T.eE•.• BWy.. ERDDor CTOR • - SIDEINe LIMN ' TEMEi�wE •TBS I I TrBG.BOXWOIX.OWTS I A.•v,.•maw ITB •r r BONED OUR.rirri.,Or Err, BOYNTON EACH ENO.ERN°STANDARD DET. roimy JI W1'NTOIy SIDEWALK CONSTRUCTION DETAIL VIlr CITY OF BOYNTON BEACH "°. °"` REVISION DEscaePTDn '� °`°" r °"""'"°"°. PNX I: sr. ISSUED t MLK JR BLVD — DEPARTMENT OF PUBLIC WORKS -ATM,rK odoaa PRo�DT • ENGINEERING DIVISION ooh STREET RESURFACING 100 EAST OCEAN AVENUE, BOYNTON BEACH, FLORIDA 33435 �ErE�iECE: _ 0 CONSTRUCTION ��G�T TASK 230p SHEET A Tel. (561) 742-6244 •A r ,LADE CGDE A r r 8 a 8 0 ,1' i LI J = 1 yftinftu y a BLOCK A Q �. 0 O i E LOT 2 I ' I (OCCUPIED) ;.r'�'' O Cr 1 ,I�l' yxo aLmEn i N i► s aaa ME ONE STORY _ ài " ' 4 r CBS BLDG. Wa a�„P d.�l. .�roaUNE OF UWE oartaaLur ' ♦ ) , . `4 ..,`` • 1 r 0^ .^ Z •,I _'�I,, `y� R:i^� 1 i/�� /1 rasa wven�frrv.lZ O^ W ,1 I I I ...'••,,,,,,,,,r-••• 2-a----- %) • _- E.,sf'. = QaQ ;:. • I I O. ' LOCK '� waEeY �� c W Q Y ai �' I J, .1. 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PA"E,B"' SIDEWALK Capital Improvement Program Project Information&Financial Plan Form el) Project Name: Task 230-MLK Blvd Improvements Dept/Location: Public Works Project#: Project Type: Transportation Amount Project G/L#: 302-4905-541.63-08 I$ 282,234 I Project Manager: Carl Frumenti 302-4904-541.63-24 I$ 21,183 I 302-4904-541.63-03 I$ 38,302 I Project Duration: 45 days PROJECT DESCRIPTION/SCOPE I PROJECT PICTURE(Copy and Paste or Insert) Reconstruct ADA and sidewalk features to conform to currentt standards.Mill and resurfacing of roadway segment from Seacrest Blvd eastward to US Hwy 1. ''1•-Pa -,' r ., h:y�* 311, 1: _. BUSINESS CASE/JUSTIFICATION . t ill w'6 dt j i' aift6 i€'' The completion of this proposed project will improve pedestrian safety and bring street features to current I 110 4`la 4, �— Yr•� .a+' ADA compliance requirements.The road resurfacing will provide amd improved riding surface for motorists. ! .._ti c _-_ -_L r ,S`4fif,., r r. DISTRICT I 2 I PROJECT SCHEDULE I PROJECT CRITERIA II I Start I Completion I Estimated I Actual I Estimated Actual Replacement of Facilities/Equipment(New) Planning/Study Expansion of Facilities(Modification) Design Enhance Service to Public x Contract Advertise/Award Regulatory or Commission Mandate Construction Aug 25 Sept'25 Reduce Costs Project In Service Date Generate Revenue Health&Safety x PROJECT PRIORITY 1 High x Critic-tied to mandate.or safety Security/Fire Control Medium Maintain text aserw«,eperatiaat l vtp ADA Complaince x Low Moderate benefit • IRISK/CHALLENGES The challenges associated with this project relate to imbedded trestle service loops at Federal Hwy and Seacrest,additionally there are challaenges and protocol that Deed need to be followed due to the proximity of the work planned adjacent to the FEC crossing. SOURCE OF FUNDS I Prior Years 1 FY 25/26 FY 26/27 I FY 27/28 I FY 28/29 I FY 29/30 I Project Total General Gov't CIP Fund(302) $0 $341,719 SO SO SO SO $341,719 Local Gov't Surtax Cap Fund(303) SO SO SO SO SO SO SO Transfers In General Fund(001) SO SO $0 SO $0 $0 SO Local Option Gas Tax(104) SO $0 $0 $0 SO SO SO Parks&Rec Trust Fund(141) $0 SO SO SO SO $0 SO Rec Program Revenue Fund(172) SO SO SO $0 $0 $0 $0 Public Service Debt Fund(207) SO SO SO $0 SO SO SO Utility Cap Improv Fund(403) SO $0 $0 SO SO SO SO Utility Cap Fees(404) SO $0 $0 SO SO SO SO Golf Fund(412) SO SO $0 $0 SO SO SO Debt(Current or New ) $0 SO SO SO SO $0 SO Grant(Name & %shaft SO SO $0 $0 SO $0 SO TOTAL I $0 I $341,719 1 $0 1 $0 I $0 I $0 I $341,719 USE OF FUNDS I Prior Years ! FY 25/26 I FY 26/27 FY 27/28 I FY 28/29 I FY 29/30 I Project Total Planning/Design SO SO SO $0 SO SO SO Construction SO $310,654 $0 $0 SO SO $310,654 Furniture&Equipment SO SO $0 $0 SO SO SO Technology Software/Hardware SO SO $0 $0 SO SO SO Art(1%of Construction) $0 $0 SO $0 $0 50 SO Contingency SO $31,065 $0 $0 SO $0 $31,065 Program Management/Administration $0 $0 SO $0 $0 SO SO TOTAL I SO $341,719 I $0 I SO I SO I SO I $341.719 Impact on Operating Budget I Prior Years I FY 25/26 FY 26/27 FY 27/28 1 FY 28/29 I FY 29/30 Revenues(List: ) $0 $0 $0 SO $0 SO Personnel SO 50 $0 SO SO $0 Other Operating $0 SO $0 $0 SO $0 Supplies SO $0 $0 SO $0 SO Capital Outlay SO $341,719 SO $0 SO $0 TOTAL I SO I $341.719 I SO I SO I $0 I SO Submitted by:Carl Frumenti hr 27.1525 Dept.Director: Department Director tie 27,2525 CUs..fl ip,.afl%t D6t raA,amlW1010 MM('aJ,r Ook.HGQ7[OUBSON.T.a 110-MIL a1N:P(241S Pmjan law(COW 6/27)5025