Loading...
R20-064 1 RESOLUTION NO. R20-064 2 3 A RESOLUTION OF THE CITY OF BOYNTON BEACH, 4 FLORIDA, APPROVING AND AUTHORIZING THE CITY 5 MANAGER TO SIGN AMENDMENT NO. 3 TO THE 6 DEVELOPER'S AGREEMENT WITH KNUCKLES,LLC FOR THE 7 CONSTRUCTION OF SANITARY SEWER AND LIFT STATION 8 WET WELL IMPROVEMENTS FOR THE TACO BELL PROJECT 9 LOCATED AT 2319 FEDERAL HIGHWAY WHICH WILL REVISE 10 THE PROJECT AMOUNT TO BE $188,897.18; AND PROVIDING 11 AN EFFECTIVE DATE. 12 13 WHEREAS, on November 5, 2019, the City Commission approved and authorized 14 the City Manager to sign the Developer's Agreement with Knuckles, LLC for the Taco Bell 15 project located at 2319 Federal Highway; and 16 WHEREAS,on January 21,2020,the City Commission approved and authorized the 17 City Manager to sign Amendment No. 1 to the Developer's Agreement with Knuckles, LLC 18 for the Taco Bell project located at 2319 Federal Highway as Resolution R20-010; and 19 WHEREAS,on May 5,2020,the City Commission approved and authorized the City 20 Manager to sign Amendment No. 2 to the Developer's Agreement with Knuckles,LLC for the 21 Taco Bell project located at 2319 Federal Highway as Resolution R20-038; and 22 WHEREAS, Amendment No. 3 is necessary due to unforeseen groundwater 23 conditions that resulted in a high volume of water encountered during the deep excavation and 24 dewatering operations on site; and 25 WHEREAS,with this modification,the wet well will be raised approximately 13 feet; 26 and 27 WHEREAS,the City Commission has determined that it is in the best interests of the 28 residents of the City to approve and authorize the City Manager to sign Amendment No. 3 to 29 Developer's Agreement with Knuckles, LLC for the construction of sanitary sewer and lift 30 station wet well improvements for the Taco Bell project located at 2319 Federal Highway 31 which will revise the project amount to be $188,897.18. 32 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF 33 THE CITY OF BOYNTON BEACH,FLORIDA, THAT: S:\CA\RESO\Agreements\Developers Agreement(Amendment#3)with Knuckles(Taco Bell)-Resodocx i 34 Section 1. The foregoing "Whereas" clauses are hereby ratified and confirmed as 35 being true and correct and are hereby made a specific part of this Resolution upon adoption 36 hereof. 37 Section 2. The City Commission does hereby approve and authorize the City 38 Manager to sign Amendment No. 3 to Developer's Agreement with Knuckles, LLC for the 39 construction of sanitary sewer and lift station wet well improvements for the Taco Bell project 40 located at 2319 Federal Highway which will revise the project amount to be $188,897.18, a 41 copy of Amendment No. 3 is attached hereto as Exhibit"A". 42 Section 3. This Resolution shall become effective immediately upon passage. 43 44 PASSED AND ADOPTED this 7th day of July, 2020. 45 46 CITY OF BOYNTON BEACH,FLORIDA 47 YES NO 48 49 Mayor—Steven B. Grant 50 51 Vice Mayor—Ty Penserga 52 53 Commissioner—Justin Katz ✓ 54 55 Commissioner—Woodrow L. Hay ,✓ 56 57 Commissioner—Christina L. Romelus 58 59 VOTE D 60 ATTEST: 61 62 63 p�L� 64 C tal Gibson, MMC 65 City Clerk 66 67 o 'lit;,,„. 68 (Corporate Sed ra • ••+ � Pe. , d'{� • " � F� x ` 1920 L0RI. S:\CA\RESOWgreements\Developers Agreement(Amendment#3)with Knuckles(Taco Bell)-Reso.docx (2,0b OLP AMENDMENT NO. 3 This is AMENDMENT NO. 3 to the DEVELOPER'S AGREEMENT (the "Third Amendment") by and between the CITY OF BOYNTON BEACH (the "City") and KNUCKLES, LLC (the "Developer") is made and entered into on 3 }-----O24- OCTOBER 6, 2 0 2 0 WITNESSETH: WHEREAS,the City and the Developer entered into a Developer's Agreement which was passed and adopted by the City on November 5, 2019 as Resolution No. R19-136("Original Agreement"); and WHEREAS,the First Amendment to the Original Agreement was passed and adopted by the City on January 21, 2020 as Resolution No. R20-01.0("First Amendment"); and WHEREAS, the Second Amendment to the Original Agreement was passed and adopted by the City on May 5,2020 as Resolution No. R20-038 ("Second Amendment"); and WHEREAS, the Original Agreement, as amended, is being further amended as provided herein; and NOW THEREFORE, in consideration of the promises, mutual covenants, provisions and undertakings hereinafter contained and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged,the parties agree as follows: 1. On-Site Utilities. The Developer will construct and install a gravity sewer line within a 10 ft. utility easement on the Developer's property and construct and install a lift station wet well within a 20 ft. x 20 ft. utility easement, as depicted and hereby amended in Exhibit "A" attached hereto, in accordance with the project plans provided by the City. The gravity sewer and wet well will be installed as "dry lines" without flow until Lift Station No. 412 is relocated by the City in the future. 2. Reimbursement. The City will reimburse the Developer after final acceptance of the gravity sewer and wet well improvements in the amount of$188,897.18 based on the Developer's Change Order Requests No. 2 through 7 ("Final Acceptance") attached hereto as Exhibit "B". Final Acceptance involves compliance with the City requirements as follows: a. The granting of appropriate utility easements over the Developer's property as indicated in paragraph(1)above. b. The conveyance of said facilities to the City by Bill of Sale. c. The completion of all City required punch list items. (00382538.1 306 9001821) 4 d. The delivery of final as-built record drawings (two full-size sets of signed and sealed hard copies, AutoCAD file, and PDF file). e. Palm Beach County Health Department permit release. 3. Change Orders. Any modifications to the location of the gravity sewer and wet well, or any modifications to the price shall be accomplished through a written change order executed by the Developer and the City Manager. The City shall not be responsible for any additional charges, costs, fees, or expenses unless the City Manager executes a written change order to the Original Agreement, as amended that provides for any consideration to be paid by the City. 4. Except as amended herein, the City and Developer ratify, approve, and reaffirm the terms of the Original Agreement, as amended, and the Original Agreement, as amended shall remain in full force and effect, except as amended herein. 5. In the event of any conflict or ambiguity by and between the terms and provisions of the Original Agreement, the First Amendment, the Second Amendment, and this Third Amendment, , this Third Amendment shall control to the extent of any such conflict or ambiguity. 6. Capitalized terms used but not defined herein shall have the meaning assigned in the Original Agreement, as amended. (Signature Page and Exhibits to Follow) {00382538.1 306-9001821} 5 IN WITNESS WHEREOF, the Parties have caused this Third Amendment to be executed on the date and year first written above. ATTEST: CITY OF BOYNT N B C BY:diolg �t��4 By: , ame: Steven B. Grant Title: Mayor APPROVED AS TO FORM AND LEGAL SUFFICIENCY By: ip lf14 U 4'1. O vi ck(✓aI City AttorneyVic' 4 WITNESSES: KNUCKLES, LLC a Delaware ' ited lity company By: 1 By: f Print N:e: L o 1 S 6-1°R4- 1 Title: PSG td-4"-T By UC-� Print Name: d6 eltdae-42. STATE OF FLORIDA ) )ss: COUNTY OF Ahd.$3_ 4_ The foregoing instrument was acknowledged before me by m9ns of_✓physical presence or onl' notarization, is .�' day of ' ,Cp�,i r,6,4 2020, by lx€,LJ , as (name oofficer or agent, title of officer or agent , of Knuckles, LLC., a Delaware limited liability company, on behalf of the limited liability company. He/She is personally known to me or has produced (type of'•entifi • -.on)as identification MICHELE R.BEACH i•+�:ture / •+ ;+ MY COMMISSION it GG 933256 j r / , _ . EXPIRE TheuS:,MaPrch 20,2024 4 s , ef$a ie /33c71-.S-40 Commission Number (00382538.1306-9001821) tf 5 EXHIBIT A REVISED PROJECT DRAWINGS (00382538.1 306-9001821) BOYNTON BEACH UTILITIES TACO BELL — LIFT STATION 412 DRY 8 INCH GRAVITY SEWER MAIN CONSTRUCTION PROJECT — COASTAL BAY OPTION I ' 2 I 1 I I 791 Mom ---- ' i ?m \ —+ I i J,/ yc. ie 1 :::;d,� ILI_ )\:W WoobdghIRd--- --- 1 --E-Woolbright-Rd -- "'°yDr-- \1 I a 1 I 1/1 /1/ --...a—i (—IM-O-. 1 1 _piY..M / --------{------r+d»-------_---� --ww^d—r-t---. ---- I L_.a Fsrana--1. OOrMlisd-- i / —__yyaw�------------7 / 1. CT LOCATION�. ream.-- t-----r111./as--- / —_ `_—_-- _ P.Y.:::4 aabad--- % I I i f I '---emd---1 r L_—xpvana-- .—_— _� a" / X N _ IFi.swa I "4wa"' ;x fl I / t---en7IX---wcwa.---c.a<-a--__ DATE: _ _ —_hV^d-- wikood—_—_—__ —�SW 23rdAvo 1 I �� � i ——_I --wwa-- - d'ne..a.ewe--- ENGMEERDFRECORD: e`•—--SE123c6 j'Maa°" I �+° / �� �mU CHPoSTOPFERJ.RO>iC1ECP.E. s.n».....--- 5 A a — s s I FL LIC.K AMER:56024 aI "1 �V 6E[TIj 1A4 -- d —i1 a! 9Y I la 7_____ , u1•\ �L_ 4M1r— I i I w1 \___ewirIX— J 1 I 1 LOCATION MAP E Boynton Beach Utilities 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 11/4/19 TACO BELL-LIFT STATION 412 DRY coo 8 INCH GRAVITY SEWER MAIN 13' ME COVER CJR CONSTRUCTION PROJECT SHEET NOT—TO—SCALE COASTAL BAY OPTION x41 X46 xb6� d! I II nsrrvu r .� J i %I' 1 A mi p pi '� .`a.x�" 1 oIi` p� I fl p I rzwo NOV 196.39's.',7477-41I:-=.1. M1 _ 44 a. % ry W � w, GI IN r 725 r :28'40'C I % X10 pI 6 I �,►�� .27-1 �I ' g ;tl �;a 6'DIAMETER WET WELL PROPOSED SITE FOR FUTURE LIFT STATION wur "°-' A A 1`, 0 X--- �``'S,j pl aI hj yj 7 RIM EL. = 9.60' (20x20' U77L/TY EASEMENT) /�`- 1 :� F I( < plry 7,,,,,... INV. 2.57 4: • �m ' � d r DEPTH = 1244' `, „ . .. .' .,SKI - sold" fli . ; Zig , (I —I——1 _ � _ �� �. i OTS I « I .. l:/ I y 1 MM.FFEat0.A0 WYS li ' � f'J ( p I 10 5 OF NIr 2 64.03_ '. AP --- sn I�I ;.R II' I fJ I R in 8 D/P GRAV/TY or.1 a * L46'401/ a c�Ax a rrso lo, 06:if >,1.' II MAIN 'ca/DED vp ..,r Mrsuxo �' mailwromme it i plY 4 8I y> A AAH�R A xb1 �' ��ii!)�' k. iflI 38 L.F. OF B" I - A8YR4�•,OA ! II r- I C-9001 t �I 41 i, P i % I 91 GRA VI TY MAIN w r- /��� v 43. d � i % Y % XI l 55 L.F. OF 8" •�; / Arippp, \�,� I di ♦ C-900 T z zt H \k: 11 NEW M.N. 1� GRAVITY MAIN •� � �'�d % Xl RlM EL. = 9.60 I \ ‘\ FUTURE BY �``�o� °�`9 ��Li4i niun�i�nu I SE INV. = 2.71 I I • • Ar...'THE CITY "g''26.4/6'-11"- "e'. t;m t ‘,1 o-� N INV.= 2.61 L_J �� �, �4 - 111 r i- N.' 791288.00 _.4,44.1 4; g s•011,4p r_,Ift.r /� i iii'01,1faid/.,/,''''''',/.0 E.' 963371.00 '` /f / FPL POLE 7YP x ,�/f r / '/ ( ) ///,/i/ii FPL POLE(TYP) /,- _-----.17 -i:--,e; ` u I \-. >``. �.. ,w. 'Q� .•�u �+u, � w 1/4 SE 11ON L/NE w w w—IX 5 OP WATER MAN w—ow. � pA I - --- 10 UTILITY - - --_- _ - pc - - - 4� BEAR/NGS S 893640 W x411 © Ey-1. iii EASEMENT S.E.23RD AVENGE F x ROBINSON STREET BY PLAT �,, 1 qp yM1 dJ 4$ W IRAN(P) _ 9ey_ �• a --- _ -___ _---n----^i-_ _n+-� _, - .'o - %I ^.....;_-416'_ --a----a----a----a----a---_s•--_a_---a-�_ © a ISI---a- - ___ -_- c -1 ; r. —.'s'L'CNCT�ie'NA[.r <L_ -- a E` l� •I CONS7RUC770N oN .• LIMIT INV. =287 EW > 'A'� SCALE: 1�'=30 m DATE: I I p > ENGINEER OF RECORD: EXISTING M.H. 1 P m I CHRISTOPHER)ROSCHEKP.E. SCALE IN FEET RIM EL. = 10.00 1 _1 FL.LIC.NUMBER:59624 1 1 W INV. = 3.20 p r 30 15 0 30 m ALL ELEVATIONS REFERENCE NW INV= 310 e a VERTICAL DATUM NAVD88 N: 791218.00 0 E 96343700 Boynton Beach Utilities 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 'DATE:06/12/20 TACO BELL-LIFT STATION 412 DRY DRAWNBr:coo 8 INCH GRAVITY SEWER MAIN CHECKED BY:ME SHEET NO. APPROVED BY:CJR CONSTRUCTION PROJECT 1 OF 6 SCALE AS SHOWN COASTAL BAY OPTION Emma , PROP. WET WELL RIM EL. = 9.60 EXIST. MH RIM EL. = 10.00 11 PROP. MH RIM EL. = 9.60 _ — 11 10 -- I 10 9 LI I 9 { I 8 8 ,� 12'7 7 39' +I 57' s41 6 W INV. = 3.20 6 38 L.F. OF 8" NW INV.= 3.10 5 C-900 GRAVITY N: 791218.00 5 4 fff MAIN _ E: 963437.00 4 3 --- ——i 3 ciNN_ 2 \— INV. = 2.ZJ 2 1 INS — 2"F7y55 L.F. Of. 8" C-900 1 INV. = 2.61 GRAVITY MAIN TOME 0 I BY IHE CITY 0 —1 INV. = 2.87 —1 —2 INV. = —2.84 —_2 1 —3 —3 —4 BOT. = —3.84 —4 —5 —5 PLAN VIEW HORIZONTAL SCALE: 1"=30' VERTICAL SCALE: 1"=10' DATE: ENGINEER OF RECORD: CHRISTOPHER J.ROSCHEK P.E. FL.LIC.NUMBER:59624 (--- --- , Boynton Beach Utilities �'' 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH.FL 33435 DATE: 11/4/19 DRAWN BY:coo TACO BELL—LIFT STATION 412 DRY 8 INCH GRAVITY SEWER MAIN CHECKED Br: CCONSTRUCTION PROJECT SHEET NO. APPROVED BY: JR 2 OF 6 SCALE:AS SHOWN COASTAL BAY OPTION #4 REBAR-8.O.C.EACH WAY FINISHED GRADE ELEV.••9.80 1 8•THICK CONCRETE 5148 GROUT WATERTIGHT CONTINUOUS �TO COVER 7HE WEi WELL AROUND WET WELL INSIDE&OUTSIDE 111 1. 1.. "t �� ; ALL JOINTS SHALL A APPROVED ED EQUAHT 8' WITH RAM-NEP OR AN APPROVED EOUA PRECAST WET WELL W/THOROC + ---':".-;:,;2`,"r5'' :- . •... OR SEWPERCOAT,MAINSTAY. STRONG SEALOR APPROVED EQUAL WET WCL PLAN VEIN NOT-TO-SCALE SPAY TRAP 1 - 4'INFLUENT SEWER ANENT INVERT ELEV...2.57 - DATE: AmuWITH JOINTS SHALL BE SEALED WATERTIGHT WITH RAM-NEK OR AN APPROVED EQUAL ENGNEERCHRISTOPHER J.ROSF DCHEK P.E. SMOOTH FORMED �� FL.LIC.NUMBER:59624 TYPE II CONC.FILLET Di 12'p *BOTTOM EL--2.84 ---_.._�.._.. I �M - /8 REBAR AT 10" IIIIIIIIIIIIG7IIIIMIIIIISIIMIBY1IEII1MI1 JT O.C.EACH WAY MEI -12"BASE TO BE CONCENTRIC E WITH WETWELL(MONOLITHIC POUR -__ DIA. WITH FIRST WALL SECTION) E Y SECTION IFFIU WET NOT-TO-SCALE 5, E O Boynton Beach Utilities 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 11/20/19 ��aar ' KN BY:coo LIFT STATION 412 RELOCATION-NEW KED BY:ME WET WELL CONSTRUCTION PROJECT SHEET NO. -OVED BY:CJR COASTAL BAY OPTION 3 OF 6 SCALE:AS SHOWN 14 22-1/4'DIAMETER 1-1/2'-, 1 I as,0 see MACHINED (�OVgj( IZ¢rp •+oE SURFACE • irivr. 4 E (4)-NON PENETRATING • `,y, m •PICKHOLES ❑ � . • ❑ • S •4 • M%1wA■i•• •• O• .-. • D • 32-1/8'DIAMETER / NA ¢ 22-1/2'DIAMETER 1 O ,30.'8 e I-I/2•-77 - r MACHINED SURFACE 2-1/2' s'�A3 I MAO61N //[/yT�y,II- 20'DIAMETER gMACHINED) SURFACE DOSE COYER(U8F 230 AB-MGI 2 _ 34-1/2'DIAMETER a 32-1/2"DIAMETER 5 29-3/4"DIAMETER 1 - E . a_� DATE: 5 1—it ■eL ENGINEER OF RECORD: ' CHRISTOPHER J.ROSCHEK P.E. 34'DIAMETER n FL.LIC.NUMBER:59624 41-1/2'DIMMER b € FONG(UDF 230 AB-MO) B. 1 >Xroat 6 I. N GREEN AREAS OR ANY AREA DEEMED TO HAVE QUESTIONABLE DRAINAGE,A WATER-TIGHT MANHOLE INSERT SUCH AS 'SEWER GUARD"OR APPROVED EQUAL WILL BE REQUIRED. B 2. APPROVED MANHOLES(DOUBLE COVER TYPE): U.S.FOUNDRY MODEL No.230-AB-MC DRAWING/A421B INNER COVER. $ 3. GREASE TRAP COVER:U.S.FOUNDRY MODEL NUMBER 125-N. e 4. MANHOLE ADJUG11NG SMALL BE BY ADDI110NAL BRICKS USED TO ELEVATE MANHOLE COVERS TO RESURFACED GRADE(MAX. 4'HEIGHT). 1 5 CONCRETE COLLAR B'M6'0B'WITH 4'v4'WIRE MESH REINFORCING MAY BE REQUIRED FOR MANHOLES IN LANDSCAPE AREA. Or .•o BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS NOT TO EFF.DATE SCALE I11/18 Boynton Beach Utilities (.4 ,bN MANHOLE FRAME AND COVER PACE NUMBER ENGINEERING ONEgN 8-1 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 DATE: 11/4/19 TACO BELL-LIFT STATION 412 DRY _ DRAWN BY:Goo 8 INCH GRAVITY SEWER MAIN CHECKED BY:ME SHEET NO. APPROVES H CJR CONSTRUCTION PROJECT 4 OF 6 SCA:.. AS SHOWN COASTAL BAY OPTION SEE 5-1 'MANHOLE FRAME AND COVER'OPENING'DETAIL FINISHED GRADE ' L. 2-5 COURSES 4'MIN., 16'MAX.3-HOLE BRICK � � 1 LI� WITH MORTAR FINISH. PRECAST REINFORCED CONCRETE SECTION(KEYED TO LOWER WA ) �S rr /11114511 ® 19 I 11/4EMIPF, I', 4 I R's !''. A 8 a M -(4 1/2'MIN.CORE-DRILLED OR K 4'-0'MIN. I _• I PVC ADAPTER)(10'MIN.FROM o r —_ FLEXIBLE SLEEVE TO JOINT) a- BENCH SLOPE: 110, ��ii, Y 1 Ell S .A. .A. .B. .�. 33/e PER FT. k',O'L'S "2:-' �N ®r I 8' ©' .n�B. I BOTTOM OF PIPE .01 1 Fr , 10 MIN. `HOLE DIAMETER APPROPRIATE FOR 1'., .:- �%:; SIZE OF PIPE.(SEE NOTE B) § F •,•• ^•,* y", SAND COLLAR IF USING PVC E BED(MIN.) 4IN ROCK SUPPORT FILTER FABRIC. BRICK RUBBLE BEDDED I i AND COVERED WITH CONC. 1mom UNDISTURBED SOIL 5 __ 1. PRECAST CONCRETE TYPE II 4000 P.S.I. I} 2. O'RAANTSIDE ER OR EQUAL AT ALL RISER JOINTS(1/2'THICK WITH THE WIDTH AT LEAST 1/2 THE WALL THICKNESS)WITH GROUT ON INSIDE& U 9 ��� 3. ALL OPENINGS SHALL BE SEALED WITH A WATERPROOF NON-SHRINKING GROUT. 4. FLOW CHANNELS SHALL BE CONSTRUCTED TO DIRECT INFLUENT INTO FLOW STREAM.(SEE DETNL). 4 IMINIMINIZ .; . I:.. —I I 5. UFT HOLES ARE NOT PERMITTED. L 8. ALL PIPE HOLES SHALL BE PRECAST OR CORE-DRILLED. 3 SECTION'A-A' SECTION'B-B' a)V OR PVC PIPE ENTERING MANHOLE BOO PRECAST HOLES USE THE APPROVED NON-ASBESTOS PVC-MANHOLE ADAPTER.THE ADAPTER MEM 3 SHALL NOT EXTEND MORE THAN I'INTO THE MANHOLE. t I b)CONNECRON TO A MANHOLE WITH A CORE DRILLED HOLE SHALL BE MADE USING A 5'MIN.DUCTILE IRON PIPE SECTION(EPDXY a`b 1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. LINED)OR THE APPROVED PVC-MANHOLE ADAPTER. DATE: g 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH E 7. INSIDE DROPS SI4LL NOT BE DESIGNED TO EXCEED 2.0 FEET h NOT CONSTRUCTED TO EXCEED 2.0 FEET.MAX.6'INSIDE DROP IS F PERMITTED FOR MANHOLES WITH 3 OR MORE INVERTS!I MANHOLES WITH A CHANGE IN FLOW DIRECTION OF MORE TWA 45 DEGREES.USE ENGINEER OF RECORD: 5'-0'DIAMETER MANHOLE FOR INSIDE DROP CONNECTION(SEE DETNL). D CHRISTOPHER J.ROSCHEK P.E. 8 3. CHANNELS FOR FUTURE CONSTRUCTIONS(STUBS)SHALL BE CONSTRUCTED,FILLED WITH SAND,AND COVERED WITH 1' B. 8'DIAMETER PIPE:I2'HOLE FOR DIP,16'HOLE FOR PVC;10'DIAMETER PIPE:14'HOLE FOR DIP,18'HOLE FOR PVC. FL.LIC.NUMBER:59624 OF MORTAR. S MANHOLE FABRICATION SHALL BE IN ACCORDANCE WITH ASTM C-4113,LATEST STANDARD. 1 4. SLOPE MANHOLE ITSELF WITH A 1:2 SLOPE FROM MANHOLE WALL TO CHANNEL 4 8 10.MINIMUM 5 FEET 15 REQUIRED BETWEEN OUTSIDE OF MANHOLE AND SERVICE WYE. 5. INVERT SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR 4'DEEP. , 10.MANHOLE INTERIOR PROTECTION SHALL CONSIST OF THE FOLLOWING APPROVED PROCESSES;THOROC,MAINSTAY,SEWPERCOAT,STRONG SELL //// OR REFRATTA RAC 100 COATING APPUED IN THE FIELD. L. _ ¢ 6. NO INSIDE DROP LARGER THAN 8'SHALL BE MOWED WITH 3 OR 4 INVERTS AND MANHOLES WITH A CHANGE OF B 11,MANHOLE E%IERIDR PROlEC110N SHNL CONSIST OF THE USE OF GRBOUNE IKOPPERS)BTNMASDC 300M(OR APPROVED EQUAL).THE 1 DIRECTION OF FLOW OF MORE THAN 45 DEGREES. 5 FIRST COAT IN THE COLOR GRAY OR RED:THE SECOND COAT BEING THE COLOR BUCK. a 7. SERVICE LATERALS SHALL NOT ENTER MANHOLES UNLESS SPECIFIED ON PLANS AND THEN MUST BE TREATED AS MAINS 12.APPROVED INFLOW PROTECTORS ARE REQUIRED. ///(((/ (ELEVATIONS SHOWN.PRECAST HOLE.FLOW CHANNEL). E 13.ALL PVC SHALL BE ARRA C-900 DR-18. / 8. ANY MODIFICATION TO THE ABOVE MUST BE APPROVED BY THE DEPARTMENT. 14.LIFTING HOOKS SHALL BE INSIDE STRUCTURE. (�////t��A BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS /�/t��A BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS 8 DETAILS . NOT Lo EFF.DATE 4 NOT TO IEEE DATE L``" • SCALE 111/16 STANDARD PRECAST MANHOLE SCALE 11/1e �°scN O FLOW PATTERNS FOR INVERT CHANNELS PAGE NUMBER MIMES•POm Y PAGE NUMBER ENDINFFAFID DINSKTM S-2 END„EERING DI„�,,, (WITH ECCENTRIC CONE) S-4 •\• Boynton Beach Utilities 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 1.1/4/19 _ TACO BELL-LIFT STATION 412 DRY UT:coo 8 INCH GRAVITY SEWER MAIN LLD BY:ME SHEET NO. .WED BY CR CONSTRUCTION PROJECT 5 OF 6 AS SHOWN COASTAL BAY OPTION L. WAICRAM, CONFLICT PIPE JOINT(TYP.) ., MINIMUM C, Maki CN6 i PARALLEL PIPEWATER MAIN uNDER SDRAIN.STORMEWER FORCEMWATER WA ERGSRFORCAVITSWEWER, III C-900 PLC WATERAWN III OR RECLAIMED WATERMAN CA E E Mll1 dd 18'(MIN.),MEM'3'(MIN.)STORM 1 WATER MAIN PARALLEL TO STORM WATER AND RECLAIMED WATER WATER DRAIN,STORM WATER (PART III OF FAC.62-610) FORCEMAIN,AND RECLAIMED WATER 2 (PART III OF F.A.C.62-610). 2p 8 5 6'(MIN.),EXCEPT 3'(MIN.)STORM y WATER AND RECLAIMED WATER W,ITFRAWN - 10'l' (PMT III OF FAC.62-610) 9 2 fi 8 CJE M MB& �`3'MINIMUM WATERMAIN OVER STORM WATERIII C-900 PLC XM 7EAAN/N III 3 10 PREFERED E FORCEMNN,SEWER FORCE MAIN, 6 / E OR RECLAIMED WATER. PARALLEL PIPE ` _ J PIPE JOINT(TOP.) 9s QME.11.11111113112 9 ATER MAIN I-, VACUUM SEWERR�LEL TO R 1111 •'3 S L I CONFLICT 6 6 10' w 6'(MIN.),EXCEPT 3'(MIN.) WATER,IN/N yVACCUM SEWER AND STORM DRAIN— CE a 1 i � y6'MINIMUM E CAE!AMER'fl' ` WATERMAIN OVESTORM DRAIN, 10'PREFERED / MP.) VACUUM SEWER,OR GRAVITY SEWER I C-900 P4C WA TEAYVN PARALLEL PIPE o ` / PIPE JOINT P.)J 6'MIN.(12'PREFERED)— -1, WATER MAIN PARALLEL TO GRAVITY a DATE: SEWER AND WASTEWATER FORCE... E ...EEE 20•CENTERED ON CROSSING(PREFERE)) ENGINEER OF RECORD: BOTH PIPES DUCTILE IRON X FL.CIT IC.NUMBER:59624 aHEK P.E. 6 6 / \, B R // 8 88 V "NIS DETAIL REPRESENTS THE REQUIRED SEPARATION S OF WATERMAINS TO OTHER PIPING STaIEM,AS 0 THIS DETAIL REPRESENTS THE REQUIRED SEPARATION F REQUIRED BY FAC.62-555.314 AND WHICH SHALL . OF WATERMAINS TO OTHER PIPING SYSTEM,AS PREVAIL OVER THESE DETAILS. I REQUIRED BY FAC.62-555.314 AND WHICH SHALL PREVAIL OVER THESE DETAILS. e((//'��/�• BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS /p///-,� " BOYNTON BEACH UTILITIES DEPARTMENT CONSTRUCTION STANDARDS&DETAILS WCr�Z NOT LEFF DATE W"1�i NOT TO EFF.DATE �r dx HORIZONTAL SEPARATION DETAIL SCALE 05/19 °Atir Ox VERTICAL SEPARATION DETAIL SCALE 05/19 \\\ ON PAGE NUMBER ON PAGE NUMBER UTLIIES t INGINEE111.CMOs, G-2A EI�IGPEERrp DNIEBN G-2B \ / Boynton Beach Utilities (-4 124 EAST WOOLBRIGHT ROAD BOYNTON BEACH,FL 33435 DATE: 11/4/19 TACO BELL-LIFT STATION 412 DRY DRAWN BY:GOO 8 INCH GRAVITY SEWER MAIN CHECKED BY:ME CONSTRUCTION PROJECT SHEET NO. APPROVED BY:CJR 6 OF 6 SCALE:BS SHOWN COASTAL BAY OPTION EXHIBIT B CHANGE ORDER REQUESTS NO. 2 THROUGH 7 I {00382538.1 306-9001821} 11111111 IA Document G701" - 2017 Change Order PROJECT:Boynton Drywell Install CONTRACT INFORMATION: CHANCE ORDER INFORMATION: 2319 Federal Highway Contract For:Boynton Drywell Install Change Order Number: 2 Boynton Beach, FL 33435 Date: March 2020 Date:June 15,2020 OWNER:Knuckles, LLC ARCHITECT: CONTRACTOR:Michael A. Romack 2319 Federal Highway Contracting, Inc. Boynton Beach, FL 33435 2551 Princess Way Kissimmee, FL 34746 - THE CONTRACT IS CHANGED AS FOLLOWS: Change order due to additional engineering required to obtain dewaterinq permit,which was not included in original quote. Gas station to the south of the project site was deemed contaminated by FDEP resultinq in more time and engineerinq to overcome the issue.All water was to remain onsite in the original bid. TOTAL: $8.500 The original(Contract Sum)(Guaranteed Maximum Price)was $ 171,692.00 The net change by previously authorized Change Orders $ 1,730.00 The(Contract Sum)(Guaranteed Maximum Price)prior to this Change Order was $ 169,962.00 The(Contract Sum)(Guaranteed Maximum Price)will be(increased)(decreased)(unchanged) by this Change Order in the amount of 8 8,500.00 The new(Contract Sum)(Guaranteed Maximum Price),including this Change Order,will be $ 178,462.00 The Contract Time will be(increased)(decreased)(unchanged)by ( N/A )days. The new date of Substantial Completion will be NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price,or the Contract Time,that have been authorized by Construction Change Directive until the cost and time have been agreed upon hi'both the Owner and Contractor.in which case a Change Order is executed to,supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT,CONTRACTOR AND OWNER. 7,-,.ARCHITECT(Firm name) SIGNATURE CON OWNER(Firm name) SIGNA SIGNATURE PRINTED NAME AND TITLE PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE A--q- 7_c) - - DATE AIA Document G701""—2017.Copyright©1979.1987,2000,2001 and 2017 by The American Institute of Architects.All rights reserved. To report copynght violations of AIA Contract Documents,e-mail The American Institute of Architects legal counsel.copyright@aia.org. ..mmiumum. AIA Document G701T" — 2017 Change Order PROJECT:Boynton Drywell Install CONTRACT INFORMATION: CHANGE ORDER INFORMATION: 2319 Federal Highway Contract For:Boynton Drywell Install Change Order Number: 3 Boynton Beach, FL 33435 Date: March 2020 Date:June 15,2020 OWNER:Knuckles, LLC ARCHITECT: CONTRACTOR:Michael A. Romack 2319 Federal Highway Contracting, Inc. Boynton Beach, FL 33435 2551 Princess Way Kissimmee, FL 34746 - THE CONTRACT IS CHANGED AS FOLLOWS: Change order due to having to re mobilize dewatering company and methods used for installing due to unforeseen conditions. Unusually high volume of ground water will require additional well points, larger header pipe,and larger pumps.Also,we encountered a hard layer of cemented sand and rock at approximately 12 feet,this will result in all well points having to be drilled as traditional methods will not allow for standard installation. TOTAL: $28,000 The original(Contract Sum)(Guaranteed Maximum Price)was $ 171,692.00 The net change by previously authorized Change Orders $ 6,770.00 The(Contract Sum)(Guaranteed Maximum Price)prior to this Change Order was $ 178,462.00 The(Contract Sum)(Guaranteed Maximum Price)will he(increased)(decreased)(unchanged) by this Change Order in the amount of $ 28,000.00 The new(Contract Sum)(Guaranteed Maximum Price),including this Change Order.will be $ 206,462.00 The Contract Time will be(increased)(decreased)(unchanged)by ( N/A )days. The new date of Substantial Completion will be NOTE: This Change Orderdoes not include adjustments to the C.'ontract Sum or Guaranteed Maximum Price,or the ffi Contract Time,that have been authorized br C'onstruction Change Directive until the cost and time have been agreed upon hr both the Owner and Contractor,in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT,CONTRACTOR AND OWNER. ARCHITECT(Firm name) CONTRACTOR(Firm name) OWNER(Firm name) ee SIGNATURE SIGNATURE-- SIGNATURE . tr" eAde Ja fl4� ED NAME AND TITLE 'F'"''F'"' .,PRINTED. AND TITLE PRINTED NAME AND TITLE . kV?` Z-Q ..._W_..-_ -- ___ DATE DATE r ,, AIA Document G701*.-2017.Copyright®1979,1987,2000,2001 and 2017 by The American Institute of Architects.All rights reserved.Tiixi . This AiA rJocu:neat isn iii protected ny O.S.u.s.Copyrlgh:Law and Intsationa:Treaties.Unautnorizec reproduction or distribution of this KADocument,or any portion of It,may result In severe civil and criminal penalties,and will be prosecuted to the maximum extent rosstbls unci - ths law.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. AlA Document G701" - 2017 Change Order PROJECT:Boynton Drywell Install CONTRACT INFORMATION: CHANGE ORDER INFORMATION; 2319 Federal Highway Contract For:Boynton Drywell Install Change Order Number: 4 Boynton Beach, FL 33435 Date: March 2020 Date:June 15,2020 OWNER:Knuckles, LLC ARCHITECT: CONTRACTOR:Michael A. Romack 2319 Federal Highway Contracting, Inc. Boynton Beach, FL 33435 2551 Princess Way Kissimmee, FL 34746 - THE CONTRACT IS CHANGED AS FOLLOWS: Change order due to reduction in length of pipe run(172 Ft) TOTAL: $22,360.00 The original(Contract Sum)(Guaranteed Maximum Price)was $ 171,692.00 The net change by previously authorized Change Orders $ 34,770.00 The(Contract Sum)(Guaranteed Maximum Price)prior to this Change Order was $ 206,462.00 The(Contract Sum)(Guaranteed Maximum Price)will be(increased)(decreased)(unchanged) by this Change Order in the amount of $ 22,360.00 The new(Contract Sum)(Guaranteed Maximum Price).including this Change Order,will be $ 184.102.00 'The Contract Time will be(increased)(decreased)(unchanged)by ( N/A )days. The new date of Substantial Completion will be NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maximum Price,or the Contract Time,that hate been authorized ht Construction Change Directive until the cost and time have been agreed upon ht•both the Owner and Contractor,in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT,CONTRACTOR AND OWNER. _ > 4L ARCHITECT(Firm name) CONTRACTOR(Firm name) OWNER(Firm name) SIGNATURE — SIGNATURE OW' antro"' PRINTED NAME AND TITLE PRINTED NAME AND TITLE PRINTED NAME AND TITLE 7 DATE DATE DATE AIA Document G701*"—2017.Copyright®1979,1987,2000.2001 and 2017 by The American Institute of Architects.All rights reserved.WARNING: This AIA"Document is protected by J.S.Copyright Law and imernate:ma,Treaties.Unaut tarizeu reproduction or distribution of this AAA!` Document,or any porton of;t,may result in swore chill and crtm:na'aenaiti:ae,and wit:ue prosect ad to'tee mar:i:Tera..x int nosrlt;le under the law.To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. __________ A_IA Document G701 TM - 2017 Change Order PROJECT:Boynton Drywell Install CONTRACT INFORMATION: CHANGE ORDER INFORMATION: 2319 Federal Highway Contract For:Boynton Drywell Install Change Order Number: 5 Boynton Beach,FL 33435 Date: March 2020 Date: June 15,2020 OWNER:Knuckles, LLC ARCHITECT: CONTRACTOR:Michael A. Romack 2319 Federal Highway Contracting, Inc. Boynton Beach, FL 33435 2551 Princess Way Kissimmee, FL 34746 - T'HE CONTRACT IS CHANGED AS FOLLOWS: Change order due to reducing contract by 1,48-inch manhole installation TOTAL: $14,500 The original(Contract Sum)(Guaranteed Maximum Price)was $ 171,692.00 The net change by previously authorized Change Orders $ 12,410.00 rte, ie(Contract Sum)(Guaranteed Maximum Price)prior to this Change Order was $ 184,102.00 The(Contract Sum)(Guaranteed Maximum Price)will be(increased)(decreased)(unchanged) by this Change Order in the amount of $ 14,500.00 The new(Contract Sum)(Guaranteed Maximum Price),including this Change Order,will be $ 169.602.00 The Contract Time will be(increased)(decreased)(unchanged)by ( N/A )days. The new date of Substantial Completion will be NOTE: This Change Otder does not include adjustments to the Contract Sum or Guaranteed Maximum Price,or the Contract Time,that hate been authorized hr Construction Change Directive until the cost and time have been agreed upon ha both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT,CONTRACTOR AND OWNER.1 ARCHITECT(Firm name) CONTRACTOR(Firm name) OWNER(Firm name) ens.... TUBE SIGNATURE / SIGNATURE PRINTED NAME AND TITLE 1 NTED NAME AND TITLE PRINTED NAME AND TITLE i DATE DATE DATE AIA Document G701,"—2017.Copyright t 1979,1987,2000.2001 and 2017 by The American Institute of Architects.All rights reserved. To report copynght violations of AIA Contract Documents,a-mad The American Institute of Architects'legal counsel,copyright@aia.org. AI A Document G701" - 2017 Change Order PROJECT:Boynton Drywall Install CONTRACT INFORMATION: CHANGE ORDER INFORMATION: 2319 Federal Highway Contract For:Boynton Drywell Install Change Order Number: 6 Boynton Beach, FL 33435 Date: March 2020 Date:June 15,2020 OWNER:Knuckles,LLC ARCHITECT: CONTRACTOR:Michael A. Romack 2319 Federal Highway Contracting, Inc. Boynton Beach,FL 33435 2551 Princess Way Kissimmee, FL 34746 - THE CONTRACT IS CHANGED AS FOLLOWS: Change order due to the city purchasing leftover material per the new design. 1 48-inch Manhole and coating 298 Ft of 8-inch C-900 PVC Miscellaneous Materials TOTAL:$17,795.18 The original(Contract Sum)(Guaranteed Maximum Price)was $ 171,692.00 The net change by previously authorized Change Orders $ -2,090.00 The(Contract Sum)(Guaranteed Maximum Price)prior to this Change Order was $ 169,602.00 Ito_ : The(Contract Sum)(Guaranteed Maximum Price)will be(increased)(decreased)(unchanged) by this Change Order in the amount of f17,795.18 The new(Contract Sum)(Guaranteed Maximum Price).including this Change Order.will be $ 187,397.18 The Contract Time will be(increased)(decreased)(unchanged)by ( N/A )days. The new date of Substantial Completion will be NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Marimum Price,or the Contract Time,that have been authorized hr Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor,in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT,CONTRACTOR AND OWNER.p (-- 1 e k _r ARCNTECT(Finn name) CON OWNER(rim name) SIGNATURE SIGNATURE SIGNATURE .. .----.t-{,-- It(",-.. L_ tk.,h k t PRINTED NAME AND TITLE PRINTED NAME AND TITLE PRINTED NAME AND TITLE DATE • DATE DATE AIA Document G701'•—2017.Copyright®1979,1987.2000.2001 and 2017 by The American Institute of Architects.All rights reserved. <:i6 f_ae,rnoa is protected lay U.S.Copyright Law ane lr a na:r..ne-i.aa+ies.tlnauuerizer:reproduction or dictrieullor o t r_;=.-'. Demme!,or any cellon o`it.may result in severe Civil and criminal penaitiat;,and veil:bo prosecuted to the maximum extent nossthi:r To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org. ._, , A . . Document G7O TM — 2017 - L _ _, -- Change Order PROJECT:Boynton Drywell Install CONTRACT INFORMATION: CHANGE ORDER INFORMATION: 2319 Federal Highway Contract For:Boynton Drywell Install Change Order Number: 7 Boynton Beach, FL 33435 Date: March 2020 Date:June 15,2020 OWNER:Knuckles, LLC ARCHITECT: CONTRACTOR:Michael A. Romack 2319 Federal Highway Contracting, Inc. Boynton Beach, FL 33435 2551 Princess Way Kissimmee, FL 34746 THE CONTRACT IS CHANGED AS FOLLOWS: Change order due to elevation changes. Manhole will have to be cored to accommodate elevation changes. TOTAL: $1,500.00 The original(Contract Sum)(Guaranteed Maximum Price)was $ 171,692.00 The net change by previously authorized Change Orders $ 15,705.18 The(Contract Sum)(Guaranteed Maximum Price)prior to this Change Order was $ 187,397.18 The(Contract Sum)(Guaranteed Maximum Price)will he(increased)(decreased)(unchanged) by this Change Order in the amount of $ 1,500.00 The new(Contract Sum)(Guaranteed Maximum Price),including this Change Order,will be $ 188,897.18 The Contract Time will be(increased)(decreased)(unchanged)by ( N/A )days. The new date of Substantial Completion will be NOTE: This Change Order does not include adjustments to the Contract Stun or Guaranteed Maximum Price,or the Contract Time,that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor,in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT,CONTRACTOR AND OWNER. ARCHITECT(Firm name) CONTRACTOR(Firm Hama) OWNER(Firm name) _ SIGNATURE SIGNA SIGNATURE �' PRINTED NAME AND TITLEAME P NAND TIRE i/ PRINTED NAME AND TITLE DATE DATEaT�____.. DATE AIA Document G701".—2017.Copyright®1979,1987,2000.2001 and 2017 by The American Institute of Architects.All rights reserved. To report copyright violations of AIA Contract Documents,e-mail The Amencan institute of Architects legal counsel,copynghtgaia.org I