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Home My WebLink AboutItem C12 C12 BOARD OF COUNTY COMMISSIONERS COUNTY of MONROE Mayor James K.Scholl,District 3 The Florida Keys Mayor Pro Tern Michelle Lincoln,District 2 Craig Cates,District 1 David Rice,District 4 Holly Merrill Raschein,District 5 Board of County Commissioners Meeting January 15, 2025 Agenda Item Number: C 12 2023-3506 BULK ITEM: Yes DEPARTMENT: Project Management TIME APPROXIMATE: STAFF CONTACT: Cary Vick n/a AGENDA ITEM WORDING: Report of monthly change orders for the month of December 2024, reviewed by the County Administrator/Assistant County Administrator. ITEM BACKGROUND: There were five (5) change orders considered and approved by the County Administrator/Assistant Administrator for the period beginning 12/01/2024 and ending 12/31/2024 for a total of ($1,255,710.45). There were no change order requests denied. PREVIOUS RELEVANT BOCC ACTION: On September 9, 1998, Ordinance No 027-1998 was adopted in order to provide that the County Administrator may approve separate, non-cumulative change orders for construction projects and professional service contracts in amounts not to exceed $50,000 (as amended per Ordinance No. 024- 2015), or 5% of the original contract price, whichever is greater. On April 19, 2023, Ordinance 005-2023 was adopted in order to provide that the County Administrator may approve separate, non-cumulative change orders for construction projects and professional service contracts in amounts not to exceed $100,000 or 5% of the original contract price, whichever is greater. The BOCC requested a monthly report of all change orders considered by the County Administrator. INSURANCE REQUIRED: No CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATION: N/A 381 DOCUMENTATION: Change Order Rpt Dec 2024.pdf FINANCIAL IMPACT: N/A 382 — a) 0) C W L C O_a) C "0 C O aV.i C a) C C O a�..i E 0 c p > O E O 2) 0 -0 — C D a-i O a) a U C O U O "0 0) Q L 0 a) N O a0-i O C t' In i) N a) Y 'n - o c c-o 'n 3 L) Y Y D a) cn 0i O 0 mo 0 0 E 0 3 V 'n V N V 0 a) 0 a� -0, � � n3 2 � � � o Ln 3 oTcm 0 � 0 0 °� a6i oc W V a) N -, V a) C V N Ln Ln .--i V 01� 'r 01 T v= N +' O `n E C C C f0 C"0 C O O Eo .O c y O f° s a) L) E U n3 0 0 0 O � ' a) c E a) n 0 E -0 0 0 -o u cow V �' c o O V a) o n3 c a) M O a) N -0 0 u o Ln w ,6 a`) w c Ln z o E o ate) o c o � Y � � � O3o rani owo a�i 3 v 3 Eo � O > a) > cn n c Ln c cn c ,� .2). a)a; O r O m �np O� E o � o u 0 � cn u a — Lan¢ � 0 n V c 20 V-0 M 0" C ( C C C x � O $ � o $ $ �QQ3 � D u )LU W V T^ O LL N E r1i W WOW 2 A O U > LA z C) Q V H M U o o n \ M N c LL, LA N eq C i E V N C 3 aC o ri N o > E o Z Q \ ou c a6i o L o — C: U)rl U E a) c r~ O c 0 a) c � c v V Z \ W O n3 3 O " ' O cal > > rl a) o V fu � o V V 0 p 3 c 2 Q a E ¢ En ¢ n Z W C) cq C O H w Z o � 0 w v a p M 0) k m W Ln M m C) ^ Q W O 0C 0C ~ W W 0 LL 0 O � Z U Z V U O C V O O V 2 V i i—ci i—ci f0 i c_j LL O CO m O T O T O c.� O U x U cn cn LLL CZ5 Y T 0) 0) M a C C d f0 U 0a)0 . -6 f0 f0 O O N I' O (n 'n � i 7 f0 cn d d O .— .— E a)� C H O C Q C Q E m O H 01 "0 a) a) O QI C 01 01 m m O E H J 0 0 O d ¢ T n3� U CD � Y [O 383 CONTRAcr CHANGE ORDER PROJECT T TITLE: Twin Lakes Flood Mitigation Project CHANGE ORDER O: 2 INITIATION DATE: 1 C1 E1 4 TO CONTRACTOR: Ferreira Construction Co. Inc. CONTRACT DATE: f15t 4 N " Chang Order 1 C i.. m.Contract is r combined s mr" �° . ... _ _. .� ..... � � �� 1 i Net claan b arevu�aua �ru�rthoru, ed � t � � � � m. Total one anal co s111 Monroe Count and FKAA contract ._ r�r�as 1y"1 � ,00 Chance Order FKAAdeduction to contract 1 .T1 Revised Contract inc.ludin. Chan e Order .....,.._ ,nlraet A. ( 1 9 � .(110) . .otal Revised,Contract rn incI �d ".In ..�hrs a 9e Order....._ .. , 4 , a ,"T'1 Pursuant to contract article 7.2.2, the cost or credit to the owner resulting from a change in the Work shall be determined in one or rnore of the following methods'. 7.2.21 mutual acceptance of lurnp suwurn properly atemi ed and supported by Sufficient substantiating data to permit evaluation. 2 . ,-ur 261ces stated in the Contract Documentswwor subs entll r a,gr gc uop1v 7.2.2.3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee. After bids were received, the Florida Keys Aqueduct Authority (FKAA) decided to self-perforrn much of the water main work on Adams Drive, The specifier) FKAA work area being deducted from this contract is Adams Drive from approx. sta. 10+00 to approx. sta. y+ 0. Per subarticle 7.2.2.2, this change order no. 2 results in the snit quantity adjustments shown on Page 3,. ) In support of itern A, this change order no, 2 incorporates the attached FKAA Revision No. 2 (sheet nags. G-1, - , -1 to C- , and f -1 to I _ ) into the contract. C) Original inal, FIB bid items sure prior to this Change Order was 2,826, 00.00 and this Change Order decreases the FKAA bid items to 1,4 6, 95.00 as described on Page 3. Contractor agrees to accept the decrease in monetary compensation and hereby waives and releases any and all claims for any additional compensation related to these bid 4erns, The project commencernent was July 15, 2024. This Change Order No,, 2 is a net deduction and represents ( . 5 )% of the original contract price. The FKAA, Engineer of Recr d - EC R (WSP USA, Inc) and the Construction Engineering and Inspection Services CEII (HDR Construction Controll<.L114 � caw i ur with this change order. W" v� 1lrr't+ alld until a rows F If a Niealale arrd Crrutraotor CONTRA OR (Date Dig Judith Clarke, P.E.Date:2102411.119135647 C05'00 PE ENGINEERING SERVICES C1iRETOR. _____ — _ .....,,. ...... __.. Digitally signed by Christine "ate I I I TRATOR .,, .... Datee COUNTY A 2024 12 02 08 28 04 05 00' Christine Hurley...... r..... ._ Date Approval by, Marnaie alterson f�,y ur ,rwrdi to bA , ,werz? a ,/An I'kwl Pn&A 111 lid 41 9 uF-095"4Mk' David ldackworth, Director rat Engineering Date r � U' hvgONROE CCYUKTY ATW J { e"6'A. '1f,E07 AS'tCY rw� . CFk6CrS1"TMt Cahr}a&9!1"•t�AatlRa'aW5 ASSISTANT COUNTY AT°rCWCt rFY DATA 384 Change Order Attachment per Ordinance No. 004-1999 • Change Order was not inciuded in the,original contract specifications. Yes 2 No If yes,explanation: The Florida Keys Aqueduct Authority reviewed the FKAA bid prices and determined it was financially beneficial to self- perform,the work on Adams Drive, • Change Order was included in the,original specifications. Yes El No 0 If yes, explanation of increase in price: • Change Order exceeds$,25,000 or 5% of contract price(whichever is greater). Yes 0 No Z If yes, explanation as to why it is not subject for a calling for bids: Change Order 2 is net deductive change. • Project engineer/architect approves the change order. Yes 0 No r_1 If No, explanation of whey: • Change Order is correcting an error or omission in design document. Yes nNo E Should a claim under the applicable professional liability policy be made? 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'^"'�' ~ Wa Nicholas Mulick � �. � Cara Higgins �r m. Gregory W.Veliz '•; '" ExecutNeDir,ot, Qr R AIDDA REVISIONS APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE .2 1100 KENNEDY DRIVE TWIN LAKES KEY WEST, FLORIDA DISTRIBUTION SYSTEM UPGRADE _Ls, a�s"'aws Eann�ria KEY LARGO ATLE 387 GENERAL NOTES: INDEX OF DRAWINGS A. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES WITH FACILITIES IN PROXIMITY TO THE PROPOSED WATER MAIN 48 HOURS PRIOR TO STARTING WORK AND SHALL COORDINATE WORK WITH UTILITY REPRESENTATIVES. SHEET 01 NOTES,INDEX AND LEGEND B. THE CONTRACTOR SHALL NOTIFY THE FKAA CONTRACT OFFICE 48 HOURS PRIOR TO STARTING WORK 60 THAT INSPECTION MAY SHEET 02 TABULATION OF QUANTITIESQ BE PROVIDED. INSPECTIONS WILL BE MADE BETWEEN 8.00 A.M.AND 5.00 P.M.MONDAY THROUGH FRIDAY EXCLUDING LEGAL HOLIDAYS.WHEN INSPECTORS ARE REQUIRED AT OTHER TIMES,THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS SHEET Ci SHAW DRIVE,STA INCURRED BY THE FKAA FOR SUCH INSPECTIONS, SHEET C2 SHAW DRIVE,STA C. THE CONTRACTOR SHALL NOT INTERRUPT WATER SERVICE TO CUSTOMERS WHILE MAKING CONNECTIONS TO EXISTING WATER SHEET C3 CRANE ST Q MAINS UNLESS AUTHORIZED BY THE FKAA.SUCH TIE-INS SHALL BE SCHEDULED WITH THE FKAA 48 HOURS IN ADVANCE. SHEET C4 ADAMS DR Q CONTRACTOR MAY BE REQUIRED IN CERTAIN INSTANCES TO SCHEDULE HIS WORK AT OFF-PEAK HOURS. SHEET C5 INTERSECTION OF SHAW&CRANE D. THE CONTRACTOR SHALL METER ALL WATER TAKEN FROM FKAA WATER MAINS FOR FLUSHING.,TESTING AND DISINFECTION OF SHEET Di CONFLICT PROFILES 1-4 MAINS.METERS MUST BE OBTAINED FROM FKAA. E. THE CONTRACTOR SHALL HAVE A SUPERVISOR PRESENT ON THE JOB SITE AT ALL TIMES WHO IS CAPABLE OF SPEAKING,READING SHEET D2 CONFLICT PROFILES 5-7 AND WRITING IN THE ENGLISH LANGUAGE. SHEET D3 CONFLICT PIPELINE DETAILS F. NO REVISIONS SHALL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE FKAA ENGINEERING DEPARTMENT. SHEET D4 DETAILS 1/2 G. LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER. SHEET D5 DETAILS 2/2 HOWEVER.THIS INFORMATION IS NOT GUARANTEED AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION.CHARACTER.AND DEPTH OF ANY EXISTING UTILITIES.EXTREME CAUTION SHALL BE EXERCISED TO PREVENT DAMAGE TO EXISTING UTILITIES.REPAIRS TO DAMAGED WATER LINES WILL BE MADE BEFORE CONSTRUCTION CONTINUES. H. NO EXCAVATION SHALL BE PERMITTED IN THE AREA OF THE TRANSMISSION PIPELINE WITHOUT AN FKAA REPRESENTATIVE AT THE SITE. LEGEND I. CONSTRUCTION SHALL BE PERFORMED IN SUCH A MANNER AS TO PROVIDE A MINIMUM OF INCONVENIENCE TO THE RESIDENTS OF EXISTING SEWER 000000 WATER SERVICE ACCOUNT NUMBER THE AREA.AT NO TIME SHALL THE ROADWAYS BE BLOCKED WITHOUT PROVIDING A WELL MARKED AND EASILY ACCESSIBLE PROPOSED FORCE MAIN #XXX ADDRESS ALTERNATE ROUTE.SIGNS AND MARKINGS SHALL BE PROVIDED IN DESIGN STANDARDS.(TOPIC#G25-010-003-5).CONTRACTOR SHALL SUBMIT TO THE FKAA A MAINTENANCE OF TRAFFIC(M.O.T.)PLAN THAT SHOWS THE SCHEMES)THAT IS INTENDED FOR USE PROPOSED DRAINAGE PROPOSED WATER VALVE ONSITE.THIS SHALL INCLUDE BARRICADES,SIGNING,AND/OR TEMPORARY STRIPING.A 24 HOUR/DAY CONTACT NAME AND PHONE EASEMENT NUMBER SHALL ALSO BE PROVIDED TO THE FKAA CONTRACT OFFICE.BOTH M.O.T.PLAN AND CONTACT SHALL BE UPDATED AS EXISTING WATER MAIN PROPOSED REDUCER NEEDED.ALL FLAG PERSON OPERATIONS WILL BE IN STRICT COMPLIANCE WITH F.D.O.T.REGULATIONS. J. THE CONTRACTOR SHALL NOT OPERATE ANY WATER MAIN VALVE OR MAKE A TAP ON ANY WATER MAIN UNLESS AN FKAA EDGE OF PAVEMENT FIRE HYDRANT REPRESENTATIVE IS PRESENT. ROADWAY RESTORATION pQ EXISTING WATER VALVE K. THE COMMENCEMENT CONTRACTOR SHALL SUBMIT A BAR CHART SCHEDULE OF CONSILL BE SUBMITTED D TI FIVETIEW WORKING DAYS ALL ITEMS OF WORK. PROPERTY LINE GOMMENGEM ENT AND COMPLETION DATES.THE SCHEDULE WILL BE SUBMITTED FIVE(5)WORKING DAYS PRIOR TO THE ........................................ � EXISTING WATER METER LxATION PRE-CONSTRUCTION MEETING WITH FKAA. LOT LINES L WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE PROPOSED WATER MAIN O TYPE OFSERVICE CONNECTION OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER.WHEN IT IS NOT POSSIBLE TO OBTAIN THE PROPER VERTICAL FUTURE UNDERGROUND SEPARATION AND THE WATER MAIN IS ABOVE THE SEWER.MAINTAIN A MINIMUM VERTICAL SEPARATION OF 6INCHES AND INSTALL """"' """"' ELECTRIC(BY OTHERS) FUTURE INJECAON WELL(BY OTHERS) THE WATER MAIN SO THAT THE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE(NOT LESS THAN 10 FEET)FROM THE SEWER. M. INSTALL WATER MAINS WITH A MINIMUM 30 INCHES OF COVER IN NON-PAVED AREAS AND 35"IN PAVED F.D.O.T.R.O.W..IF IT BECOMES NECESSARY TO INSTALL A WATER MAIN WITH LESS THAN 24 INCHES OF COVER.THE WATER MAIN SHALL BE CONSTRUCTED OF CLASS 35D DUCTILE IRON PIPE PER AVVVVA C151.NEVER INSTALL A WATER MAIN WITH LESS THAN 20 INCHES OF ABBREVIATIONS COVER UNLESS EXPLICITLY SPECIFIED IN THE DRAWINGS. FLG FLANGE N. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SEWER.THE DISTANCE SHALL BE MEASURED EDGE TO EDGE.IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION,THE WATER MAIN PUT. FUTURE I I uI f ayly MAY BE INSTALLED CLOSER TO THE SEWER(NOT LESS THAN 6 FEET),PROVIDED THAT THE WATER MAIN IS LAID IN A SEPARATE L.F. LINEAR FEET �y AR L,E TRENCH OR AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM MJ MECHANICAL JOINT d T 3°'�„� OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. PVC POLYVINYL CHLORIDE PIPE .a4, N 3 C' 0. ROADWAY RESTORATION QUANTITIES REFLECT RESTORATION REQUIRED AS A DIRECT RESULT OF THE PROPOSED WORK AND '�• '� ) " SAN. SANITARY NOT RESTORATIONjREQUIRED DUE TO THE CONTRACTOR'S NEGLIGENCE. : m e�a.e 45 P. ALL WORK MUST CONFORM TO FKAA MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS,LATEST REVISION. S6 STAINLESS STEEL PIPE -. Q. LOTS NOTED REQUIRE INSTALLATION OF 5/8"T-10 METER WITH DOUBLE CHECK VALVE ASSEMBLY PER FKAA DETAIL#12. SWFM STORMWATER FORGEMAIN M ?• ,., s SWM STORMWATER MAIN yyp;iE Cx I' • '"' ENVIRONMENTAL NOTES: WLD WELD " e" 1. ENSURE APPROPRIATE EROSION CONTROL DEVICES ARE IN PLACE BEFORE WORK BEGINS AND ARE USED THROUGHOUT THE NJM NJATERMAIN 'x�' GO-FiN P NC-y,k. PROJECT. 2. NO CONTAMINATION ISSUES ARE EXPECTED GIVEN THE SCOPE OF THE PROJECT. +aarl op V4� REVISIONS�IRIPTIIN °W�a' APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE ' " ENCINEEwNc 1100 KENNEDY DRIVE TWIN LAKES IS 5/STEM UPGRADE OPERATIONS KEY WEST, FLORIDA KEY yRGD E. G1 388 irk"p p NnI6 J2 I I k r D5i Mh tt S _Sh Y S t,n r h ffi Ad..(Ni X. Y.I n r� rtFrlJlopnr.If T ltlA II'u,wlhl Ir -I 15rN utNm1 N�aMval:hn lVAa pwl.am&ItlW,,,O'mAd l:G G.2�r.'a G; �,c4"�Tom'S� G.1 ra 6.a a ,c5,iolAl:,,� t urmtmrgNn alna�rnu. w�'A �w U�w Ill l�3I 1, p, � � j I I��r�� I,"Q ,'rr �1 G g,° 1110; o; ��r Fw AR711 lryN I4PC MRI WJt G"�RN IP If 1 bjln I N A!, i 1 fl � IP P I U Y a/ ;v l,�.vk4rin iw, "O- „5tm '1 Ao ,PIM3 IJ 2<Y 1t�� GI {k ,Ji61k Prm &.61wV0 dY6 JFp d !I h❑ Y LI J !A L VAfA J u A I.nMp Uj INJ ]' I,W f1 a J fl IY d f fA C 16 IJ 1� FR11 1 r f ! I 41141Y CW'IYpla9b9911 1111X DA A {A T" 4 1 I f W 1 1 1 .� �IMA Xrllt i {I M1I .. .. "e IA _,j 1—,I„I, r ,_ 1] (I J 1 a N r AI 1 t 0 tJ1Yp AI Irr u r r a .F 1... r , YF t L V a 01,I ..r f AA d A 4 9 A F It 0 1 v f u d A 11 1 I' 1 R M1 1 M A fP A- W H f - - - fe 1 i al 0 0 I 0 � 0 - 1 fP fD KAb it e 'W A l c. l 0 9 $ .a _I { 0 tt 0 4 1 F'J 21 1 C N } r Y ') U _I t rr -o f 1 Y I - R Y.o - -- -- t1 i t 1 t! l {� 1 {j ry.. i...... 1 .'....._., ..r....�,,. IF su1 n ti r R i rrr r r I ru a r ry ,! ........,. ........., ........,. ........,. .........,. 7.....,..�... 0.J6W1 tl 9 IfiMV fi f„ I 8 IY kl,M1fl�)V CI F� � �� YN I P t� �1 L� CI IJ "i :'4 ,, Y 2 ""� I Iv V'✓ � 11 ,X � �}Y J➢ d tl0 L iv ry 5 f 4 ) Il 0 0r s r 1 I F Ntl vl 1 I.I 1 �' ..N . KN F ll �� 1 1 F 1 {H P,1, 15 NA } h R 1 Y 1 5....... h it IY 0 5.Ned 1 r Ar.0 o et n rtv tl uh,dnn,,,.N R.un Idy 1 r v n rr u r } s ax,r Rv aa,',,wrrd I,x nr,.s.,l ur d"Fx fa r 1 r '...'a r r ]... n r J ...tr ...j TOTAL APPROXIMATE PIPE LENGTHS. r.w..�aunmiuranaule�rmnnN. - n ,y,' rRu n o f Ir, yr n a r j "in +Y 1 1t �. a 1 Iut� o n,u f I ro 1 1 t o n a u c 1 � r A M14' a M.w sx f 2 t i d _f N CF 4 tibe J + t Y ;r A.Wa ao-m ml�N dNuw n�oP et l Po1m><m,SIr roual ! - uar M a w sissi000 L.I. wr &FGmt A hp ry i woP +eor, ,,dy �� 1 � � ,,k � w � v r. w td JF%n+$E p*,, 41 14 It NIAf,9(I Ar`d1 II: hfF 1V (( fl f All aW1 1 CA MUJ 41 plwJ 9al1 { la a........ NF M dq F IIk MNJ I A tl uan u !7 N Tk t I t AJ t o q n I£ IJ 1 jl '^ ,Iyy,�Q, 11 f (l A dtl ' F i 1 s U 0 [ Y Y 1 (7 a u I 6 f4 NAA 43 1 hGA Jr atl ldlJt Y i I 11 1) /i f] I I" 1 1 J f IJ I ,..1 4 8b14 G1%.. Al pll ' OfWI Ilvn ., ,. ,.. 1. 1. IJ u I I. "u I J 1 rrj ...a 1 0 u ' 1 to F IP YF't?W ro Nae� m � ire•.eareas TA fi Wdl 6ryY ril Wflf .a Fh if II IA 1 ! Ilbi1 p---Jfc...11 �c n I OF IJ,An�P�.__N yulr� -JcraFr'wa5 A i tl J?. f C. 0 Lr i s U n L t W ,� '�✓� "PAhv REVISIONS APPROVALS DRAWING TITLE FLORIDA KEYS AQUEDUCT AUTHORITY cRIPAIN •oR+w+ �� ENGINEERrN. 1100 KENNEDY DRIVE TWIN LAKES LE` olsrRleurloN SYSTEM UPGRADE KEY WEST, FLORIDA oPERPTIONs KEY LARGO s G2 a 389 EXISTING SERVICE CONNECTION RELOCATION W/25 L.F.CUSTOMER SERVICE TRENCH C�2 RESTORATION PER FKAA DETAIL 42b INSTALL CONFLICT AVOIDANCE U SEE NOTE 9 STA 18+88:SEE PLAN VIEW DETAIL"J".SHEET D3 E~ INSTALL 8"GATE VALVE AND BOX-MJ2! SEE PROFILE VIEW DETAIL"C",SHEET Di FLIT.ELECTRIC DUCT BANK W PER FKAA DETAIL#5 W/40 L.F.PIPELINE TRENCH RESTORATION FUT.DRAINAGE BY OTHERS W SEE NOTE 8 WITHIN ROADWAY PER FKAA DETAIL#1d BY OTHERS rri 17 13 1 0 1 3 V] :...... ::.:::. ......... ......... ......., '4 .... ... ........ ....... ...... �......... _ _ r— _ NRETIR�ED:2 — — — EXIS 1—_ W �1111 EXISTING 6 WM TING SA z TO REMAIN VACUUM SE ER INSTALL CON�LICT AVOIDANCE #9fi0 #962 #964 #966 #968 #969 4970 STA 21+46:SEE PLAN VIEW DETAIL"J",SHEET D3 #976 („) INSTALL COI IFLICT AVOIDANCE 30'DISCLIM ED SEE W/40PROFILE,SJVIEW DETAIL"C",SHEET D1 [� STA 17+59.S E PLAN VIEW DETAIL ",SHEET D3 ROAD'I'AY WITHIN ROADIA/AY PER IFKAA DETAICH ILL#1dON SEE PROFIL VIEW DETAIL"C",SHE T D1 W/40 L.F.PIP LINE TRENCH RESTO ATION WITHIN ROA WAY PER FKAA DETAIL#1d NOTES 1. ALL WORK MUST CONFORM TO FKAA MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS,LATEST REVISION. 2. REMOVE ALL EMPTY METER BOXES AND RETIRED VALVE BOXES. VERIFY SCALES 3. VERIFY ALL CONFLICTS BETWEEN WATER AND SEWER TO ENSURE 11 ADEQUATE SEPARATION.SEE DETAIL ON SHEET D5. 0 iF rvoT onE wcH an 1 4. CONTRACTOR TO COORDINATE WATER.SEWER AND ELECTRIC Tws SHEET,ga�usT CONFLICTS. oaoinc�v 5. MAINTAIN A MINIMUM OF 5'HORIZONTAL OR VERTICAL CLEARANCE FROM TFptl1 ELECTRICAL CONDUITS. 6. MAINTAIN MINIMUM 3'SEPARATION FROM STORM WATER STRUCTURES. 's�' 7. ADHERE TO SEPARATION REQUIREMENTS SHOWN ON DETAIL"LOCATION OF PUBLIC WATER SYSTEM MAINS".SHEET D5. 8. INSTALL M&FLG GATE VALVE INTO EXISTING C 800 PIPELINE.INSTALL + DIELECTRIC INSULATING FLANGE GASKET KIT FOR CONNECTION BETWEEN VALVE AND PROPOSED SS WM. INSTALL RESTRAINT HARNESSES ONTO EXISTING PIPELINE AS REQUIRED PER FKAA DETAIL x S ATE or 9. RELOCATE THE EXISTING SERVICE CONNECTION FOR 962 SHAW DR TO +' THE EXISTING C-900 PVC WATERMAIN TO REMAIN IN ACCORDANCE WITH +'xPppl tF4a+ FKAA DETAIL#I S. REVISIONSR APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE s�wPTi�N - �,NEEwN� 1100 KENNEDY DRIVE TVAN LAKES gL, DISTRIBUTION SYSTEM UPGRADE za3gi gN6 KEY WEST, FLORIDA Shaw Ddve,KeyLargo "cl' 390 NOTES 1. ALL WORK MUST CONFORM TO FKAA MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND FUT.DRAINAGE INSTALL CONFLICT AVOIDANCE h SPECIFICATIONS.LATEST REVISION. BY OTHERS W 2. REMOVE ALL EMPTY METER BOXES AND EXISTING SAN. STA 25+00'SEE PLAN VIEW DETAIL"H"SHEET D3 W VACUUM SEWER SEE PROFILE VIEW DETAIL"1)SHEET D1 x RETIRED VALVE BOXES. FUT.ELECTRIC W/40 L.F.PIPELINE TRENCH RESTORATION 3. VERIFY ALL CONFLICTS BETWEEN WATER AND !~ EXISTING 8"WM DUCT BANK SEWER TO ENSURE ADEQUATE SEPARATION. W BY OTHERS WITHIN ROADWAY PER FKAA DETAIL#1d w TO REMAIN 25 26 27 28 � SEE DETAIL ON SHEET D5. ,�+ -•- ••••• ••••• -•- --- - n-i 4. CONTRACTOR TO COORDINATE WATER,SEWER AND 4 -- hSHAW D_ _ �i fix" 5. MAINTAIN A MINIMUM LOF 55HORIZONTAL OR RE OCATE EXISTING SER ICE CONNEC VERTICAL CLEARANCE FROM ELECTRICAL CONDUITS. ZCONNECTION 1 RETI ED 2"WM S. MAINTAIN MINIMUM 3'SEPARATION FROM W/0 L.F.CUSTOMER SERVICE TRENCH SEWER CONFLICT W STORM WATER STRUCTURES. I z 7. ADHERE TO SEPARATION REQUIREMENTS RESTORATION PER FKAA ETAIL#2b SEE NOTES 3,4,7,12 SHOWN ON DETAIL"LOCATION OF PUBLIC SEP NOTE 9#978 4980 4964 4986 4988 a WATER SYSTEM MAINS",SHEET D5. x INSTALL CONFLICT VOIDANCE x S. CUT OUT AND REMOVE 10 LF SECTION OF U INSTALL CONE ICT AVOIDANCE EXISTING 8-INCH G-900 CENTERED AT EXISTING E"' STA 26+0.SEE PLAN VIEW DE AIL"I SHEET D3 STA 28+g5:S E PLAN VIEW DETAIL"",SHEET D3 E" HYDRANT TAPPING SLEEVE.REMOVE EXISTING EE PROFILE VIEW DET IL"E"SHEET D2 SEE ROFILE VIEW DETAIL""SHEET D2 F THRUST BLOCK AND HYDRANT ASSEMBLY. W/0 L.F.PIPELINE TREN H RESTORATION W/40 L..PIPELINE TRENCH R STORATION 'VITHIN ROADWAY PER FKAA DETAIL#1d WITHIN ROADWAY PER FKA/�DETAIL#1d (2)8--I F SECTION OF C-900 PIPE D NCH MJRESTRAINED COUPLINGS.INSTALL NEW HYDRANT ASSEMBLY PER FKAA STANDARD ,.,�� DETAIL#7. .�p�-�' 9. RELOCATE EXISTING SERVICE CONNECTION FOR 982 SHAW DR TO EXISTING C-900 MRN TO REMAINT R O S P O T A XIS NG CUUM AND GRAVITY PIPING WHENFUT.DRAINAGE IN ORDER TO MAINTAIN ALL SLOPEBY OTHERS RT ELEVATIONS.PIPING MUST BEV] EXISTING a"WM TO REMAIN RE-BEDDED AND THE TRENCHFUT.ELECTRIC DUCT BANK WED TO ENSURE THAT SETTLEMENTFn YOTHERS [s] GES IN SLOPE DO NOT OCCUR. 0 1 3 33 El F ....... ..... .. a lEAL t SHAW DRwi ..° EXISTING SAN RTIRED 2"NM / z VACUUM SEWER / a N..BATO a #992 #994 #886 #998 I I I I � #laso x =+cs A +�w INSTAL CONFLICT AVOIDANC REPLACE EXISTING HYDRANT ASSEMBLY / U STA TC 01 FS A 31+50:SEE PLAN VI�'`E'NTAA ILHSHEET 3 W/10 L.F.PIPE INE TRENCH RESTORATION W/40LFPIPELNIW FT,I RESTORATIO2EIEHNOROBD AY PER FKAA DETAIL#1dWITHINROADWY PER FKAA DETAIL, d VERIFY SCALES aae',°...-,:„0.'.6 a.ne aar c-iaa�• REVISIONS °Rye'11 APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 23-22 R� N �'� 1100 KENNEDY DRIVE TMNLAKEs °a@� DISTRIBUTION SYSTEM UPGRADE .eses' - ll-flo� KEY WEST, FLORIDA Sh—Dn_,KeyLago C2w 391 MATCH LINE D (SHEET C4) NOTES / 1. ALL WORK MIDST CONFORM TO #1012 FKAA MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND 0 3 8558 SPECIFICATIONS. LATEST REVISION. � , �< _ 2. REMOVE ALL EMPTY METER RETIRED 2"WIN ..... ___ BOXES AND RETIRED VALVE l ETIRED2 WM BOXES. EXISTING 4"WM / ! 3. VERIFY ALL CONFLICTS BETWEEN ' WATER AND SEWER TO ENSURE c; ADEQUATE SEPARATION.SEE TO REMAIN BY.DRAINAGE DETAIL ON SHEET D5. /r 4. CONTRACTOR TO COORDINATE EWER CONFLICTS S. HORIZONTAL SEWER AND ELECTRIC #1007 / n CONFLICT . IN A MINIMUM OF 5 VERIFY SCALE 03 fi61f / �`/ 1 NTAL OR VERTICAL 0 SEE NOTE53,4.7,8 CLEARANCE FROM ELECTRICAL IF 1'.5TI CONDUITS. All �L oRou1 o� RETIRED 4 W �( // �j 6. MAINTAIN MINIMUM 3'SEPARATION FROM STORM WATER Sample Point N5 STRUCTURES. 7. ADHERE TO SEPARATION > REQUIREMENTS SHOWN ON ( ,�,;, DETAIL''LOCATION OF PUBLIC Q EXISTING SAN. WATER SYSTEM MAINS",SHEET = VACUUM SEWER #1006 O'15044 (( (n =AND CTOR TO SUPPORT ANY INSTALL 8 MJ CAP W/ Sample Point if3 i G SEWER VACUUM AND RESTRAINTS AS REQUIRE PIPING WHEN EXPOSED / PER FKAA DETAIL#4 // 1 I FKAA FORCES TO PERFCIRM R TO MAINTAIN ALL SEE ENLARGED INTERSECTION PLAN J�� AND INVERT ELEVATIONS SHEET CS _INSTALL 55 L.F.4"PVC M19U TEEMUST BE PROPERLY FINAL TIE-IN TO EXISTIN 6 I /� DED AND THE TRENCHINSTALL 380 L.F.6"PVC C4700 INSTALL 6"X 4"TEE 7 "' ""' 0 CTED TO ENSURE THATSample Point#4 W/55 L.F.PIPELINE TR GHW/380 L.F.PIPELINE TRENCH RESTORATION W/RESTRAINTS AS REQUIRED `�,� MENT AND CHANGES INRESTORATION WITHIN ROADWAYWITHIN ROADWAY PER FKAA DETAIL#1d PER FKAA DETAIL#4 0 OT G JR. PER FKAA DETAIL#1d Sample Point#2 INSTALL(216'45°BENDS„ �' INSTALL 4"45'BEND ER EqL W/RESTRAINTS AS REQUIREC; 7� W/RESTRAINTS AS REQUIRED 41001 PER FKAA DETAIL t'� PER FKAA DETAIL#4 My I.unalp�/ Sample Point 41 024016 I INSTALL FLUSHOUT AdSEMBLY 'sd+" A4Ni'4.E',# SEWER CONFLICTS 1 I/ #104 PER FKAA DETAIL#8 ray" ^I C'N87f1 EXISTING 4"WM TO BE RETIRED #1003 1, ""� "J^Yf SEE NOTES 347,8 O'L439 �,, FUT.ELECTRIC DUCT )/6 PUT.DRAINAGE Sample Paint#ti Nm&n i.15 r lh r O HANK BV OTHERS O BY OTHERS yyr y �• rip �� Gf 4f��ST #1 FUT.PUMPSTA. 01 + �T BY OTHERS .. ...... — —TTRR BOTH 004 --' (1 #1005 Qp #1008� REMOVE XISTING °^ MATCH LINE C (SHEET C2) AST.SAN VACUUM WER BLDwoF vALVEBox #1002 036790 022151 032097 EXIST.2 WM TO BE ETIRED REVISIONS °°Ycl'�)1,,F I APPROVALS I FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 3-22 scWaTloN �2;�,� 1100 KENNEDY DRIVE TWIN LAKES ENGINEERING B3 N�D F1 TIE 11 ^�(� _ DISTRIBUTION SYSTEM UPGRADE - KEY WEST, FLORIDA Shaw,Gran,&Adams,Key Largo Cie PTIaNe 392 ............... INSTALL 360 L..6"PVC C-900 -. Iw L.F.PIP LINE TRENCH RESTOR TION INSTALL I.L..4"PVC C-900 _>- aE W/350 L.F.PI ELINE TRENCH W U WITHIN ROAD AV PER FKAA DETAIL 4 1d [t] o RESTORATION WITHIN ROADWAY EXISTING 2"WM ( [� m #01011 #1013 Sample Paint#7 PER F AA DETAIL25, r m w TOIBE RETIRED � #1015 1#1019 #1021 � #1023 � #1025 27 [i] 041730 0236411 €�O INSTALL 6"221°6 ND 04780n 025190 JZt3940 0l �17 r ;'r 0151 t3t3 F W/RESTRAINTSA REQUIRED , i FIT.DRAINA E Q PER FKAA DETAIL 4 O © BY OTHERS © ® v w — a { 5 DAM Svc W / \ - , - - - - - - a - -QOD #1014 OO _LJOoNF uc r 5S#F #1018 lozo SE / � s R CONFIC #1022 #1030- - [ 3 20 T 34,#10 OTES3 10/9 #1028 INSTALL 6X4 RED 0 041703 N 030224 051574 t�022350 PER FKAA DETAIL#9 ( PER FKAA D F. NOTES:1. ALL WORK MUST CONFORM TO FKAA 2. REMOVE ALL EMPTY 3. VERIFY ALL CONFLICTS BETV,-�� F.!Th�E TO SEPARATION 5. CONTRACTOR TO SUPPORT ANY EXISTING SEWER VACUUM AND MINIMUM DESIGN AND CONSTRUCTION METER BOXES AND WATER AND SEWER TO U " ?ECIUIREMENTS SHOWN ON DETAI GRAVITY PIPING WHEN EXPOSED IN ORDER TO MAINTAIN ALL STANDARDS AND SPECIFICATIONS, RETIRED VALVE ADEQUATE SEPARATI 'SEF,-;�, �� "LOCATION OF PUBLIC WATER SLOPES AND INVERT ELEVATIONS.PIPING MUST BE PROPERLY LATEST REVISION. BOXES. ON SHEET D5 '%'!'��' SYSTEM MAINS',SHEET D5. 1 RE-BEDDED AND THE TRENCH COMPACTED TO ENSURE THAT SETTLEMENT AN CHANGES IN SLOPED NOT O CUR. �, INSTALL 616 L.F.4"PVC C}900 F ( ( W/615 L.F.PIPEL NE TRENCH RESTORATION WITHIN ROADW Y PER FKAA DETAIL#1� w #1029 41031 ( #1033 I,;;f #1035 #1037 #1039 #1041 ( #1043 x 031672 030621 02689 74a!)09 020F366 200044 20Fi771 020F366 EXISTING 2'WM"" o LTO BE RETIRED x OLD .. �_' SSEENOTES3�4s " �tA1R4'�r .. 3 w „ w1Ie wm. — A[)AMS DR r A Fur.DRAINAGE ® Q 0 #loaa #loos m sTATC u � p p BY OTHERS E GO FLIC S O40001 ii 5 AaArti7NWtO" Q SEE NO ES 3,4,5 035L// F '� INST L FLUSHOUT ASSEM LY d Iql ryq 1 35 41034 #1035 41038 #1040 #1042 PER FKAA DETAIL#8 Sample Point#6 n c 033933 0 n f oh Q36171 040210 041fi99 203fi02 P Sasso"n REVISIONS °Rze1� , APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE ITE 1100 KENNEDY DRIVE TW N LAKES a3a97 "'�"eeei"c DISTRIBUTION SYSTEM UPGRADE °EZe21 ° ;s; .;�u:e„d R ra KEY WEST, FLORIDA Shaw DrIAdamsDr.KeyLargo . C4 393 NOTES 1. ALL WORK MUST CONFORM TO FKAA MINIMUM DESIGN AND CONSTRUCTION EXISTING 4"WM TO REMAIN ( ',. STANDARDS AND SPECIFICATIONS, RETIRED 2"WM LATEST REVISION. 2. REMOVE ALL EMPTY METER BOXES AND TIE INTO EXISTING 4"WM INSTALL 35+/=L.F.4""00 WM GUT AND REMOVE EXISTING 4"WM IN 0 L.F.PIPELINE TRENGH RESTORATION VERIF RETIRED VALVE BOXES. INSTALL COMPRESSION COUPLING WITHIN ROADWAY PER FKAA DETAIL 41d IN PUBLIC RIGHT-OF-WAY 3. WATERY ALL CONFLICTS BETWEEN AND 25 L.F.PIPELINE TRENCH RESTORATION HATER AND SEWER TO ENSURE REMOVE 15 L.F.OF EXISTING 4"WM WITHIN ROADWAY W/ASPHALT ADEQUATE SEPARATION.SEE DETAIL ON SEE NOTE 5 SHEET 4. ADHEREE TO SEPARATION INSTALL(4)4"45°BENDS REQUIREMENTS SHOWN ON DETAIL W/RESTRAINTS AS REQUIRED INSTALL 8"X 4"REDUCER "LOCATION OF PUBLIC WATER SYSTEM PER FKAA DETAIL#4 ,. PEVV/ FKAA A DETAIL TS ETAIL AS 4 REQUIRED MAINS".SHEET D5. PE # 5. TRENCH RESTORATION WITHIN PUBLIC REMOVE(2)EXISTING 4"GATE VALVES AND BOXES INSTALL 8"X 6"REDUCER RIGHTS-OF-WAY ODES NOT INCLUDE / IN/RESTRAINTS AS REQUIRED HOT ASPHALT RESTORATION,WHICH IS PER FKAA DETAIL 4 4 TO BE PERFORMED BY OTHERS.TRENCH REMOVE EXISTING 4"TEE RESTORATION WITHIN THE PRIVATE REMOVE EXISTING 4"WM EXISTING 4"WM TO BE RETIRED PROPERTY UTILITY EASEMENT OF 1500 AS REQUIRED TO FACILITATE SHAW DR.SHALL HAVE SURFACE INSTALL 8"x 8"TEE SWFM SYSTEM BY OTHERS RESTORATION MATCHING THE EXISTING PER FKAA DETAIL#5 CUT AND CAP 4"WM FUT.ELEC.DUCT BANK BY OTHERS SURFACE AT THE TIME OF AS REQUIRED DISTURBANCE.AT THE TIME OF PLAN 1 ""-- "" """" "'- "' FINALI2ATION.SUBJECT PROPERTY HAS SEWER CONFLICT 4 AN OPEN MDN ROE COUNTY CODE SEE NOTES 3.4,5 �� T COMPLIANCE CASE(CE23010058)FOR THE INSTALLATION OF ASPHALT CONCRETE.FOR BIDDING PURPOSES, REMOVE 50 L.F.OF EXISTING 4"WM Y .0 BIDDERS SHALL ASSUME THAT Croy RESTORATION SHALL TAKE PLACE VATH 1 1 HOT ASPHALT RESTORATION IN ..... """"""'REMO'VE EXISTING=4"REQUCER" ........ — — m CE H E L#ie.REMOVE EXISTING 8"GATE VALVE AND BOX CRANEST CTOR O S PPORT ANYG SEWER VACUUM AND GRAVITREMOVE 15 L.F.OF EXISTING 8"WM HEN EXPOSED IN ORDER TO� IN ALL SLOPES AND INVERTINSTALL 50+/-L.F.B'CM19D0 WM IONS.PIPING MUST BETIE INTO EXISTING T WM INST L.F.PIPELINE TRENCH RESTORATION LY RE-BEDDED AND THECUT AND REMOVE EXISTING 8 VAAWITHIN ROADWAYPER FKAA DETAIL 41 COMPACTED TO ENSURE THATNSTALL RESTRAINTS AS REQUIRED MENT AND CHANGES IN SLOPEPER FKAA DETAIL#4 CUT AND CAP EXISTING 2 WM AS REQUIRED OCCUR \-J REMOVE 30 L.F.EXISTING 2"WM EXISTING 8"G500 WM TO REMAIN by&PAIR L, /!.d I REMOVE EXISTING 2"GATE VALVE AND BOX y,41 �+ mil : INSTALL(4)8"45'BENDS FOR CONFLICT AVOIDANCE •" ✓• Q W/RESTRAINTS AS REQUIRED N.941,d5. w' PER FKAA DETAIL 114 U)I INSA )T0"BENDS N S AS REQUIRED "•. 9TA i C Cx F �^' PER FKAA DETAIL#4 'rylOH'NKI.+(p.,N�y'�L+. ddrl Ppl 41r' ENLARGED INTERSECTION PLAN •° °_°^°^_ ,,°!�^,,,�°w^� ^^ Shaw Dr&Crane St. 1"=20' maasEcr�,.. REVISIONS tsT ° APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE je� 1100 KENNEDY DRIVE TVAN LAKES maw e� ENCMEERMG DISTRIBUTION SYSTEM UPGRADE L� 1" 20' KEY WEST, FLORIDA KEY LARGO GS.. E = OPERATIONS 394 S07—S06 S09—S08 S11 —S10 S15—S14 STA 18+88 STA 26+00 STA 17+59 4 4 STA 21+46 FUT.DRAINAGE 4 4 FUR.DRAINAGE STRUCT.S-11 FUT.DRAINAGE FUT.DRAINAGE STRUCT.S-09 FUT.DRAINAGE FUT.DRAINAGE STRUCT.S-15 STRUCT.5-07 /.l OTHERS STRUCT.S-10 BY OTHERS STRUCT.S-14 BY OTHERS FUT.DRAINAGE FUT.DRAINAGE BY OTHERS BY OTHERS STRUCT.5-06 BY OTHERS STRUCT.S-08 PROPOSED S"WIU [R(A'O LDfi"WM [[(1P0 FD8 WIN 11 45 OFI FT P''VFR1TII38 FF BY OTHERS 174 OFF.FC 12 4 ("AFFSFT 12 VF'�F'i6CAl C)I SE'T ff DI:CA61.7.�HL:F..T I:)3 0 _ SFF DFCAII H ,HFFC D3 o — SITE Df IAI K,SHL:ET D3 — SILL DI TAIL.7 SHILL C 1:D3 0. o D EXIST.8"WM EXIST.8"WM 0 EXIST.8"WM EXIST.E 30 ASSUMED 30"COVER D ASSUMED 30''COVER 0 ASSUMED 30"GONER ASSUMED 30"COVER _ FUT.15"SWM FUT.15"SWM FUT.15"SWM BY OTHERS FUT.1H SWM BY OTHERS BV OTHERS S-11 INV-2.3 BY OTHERS 5-15 INV-2.9 CROWN-1.5 CROWN-1.65 S--R10 INV 2..35 CROWN-1.65 S-06 INV-3.0 S-08 INV-2.9 S-14 INV-2.9 TOP EL-3.7AN -4 EXIST.S'SAN EXIST.6''SAN -4 EXIST.6"SAN TOP EL-2.9 TOP EL-3.5 TOP EL-3.5 -60,00 0+26 _J _7 0+00 0+24 -7 0+00 0+28 -$0+00 0+25 DETAIL A DETAIL B DETAIL C DETAIL D STA 17+59 CONFLICT AVOIDANCE STA 18+88 CONFLICT AVOIDANCE STA 21+46 CONFLICT AVOIDANCE STA 26+00 CONFLICT AVOIDANCE PROFILE VIEW PROFILE VIEW PROFILE VIEW PROFILE VIEW �. �c STATE or ' �C rNAL 0 � REVISIONS ore L) APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE oao"T"23-2 11E I—]�l —11-1 1100 KENNEDY DRIVE TVAN LAKES —7 wN s DISTRIBUTION SYSTEM UPGRADE ' KEY WEST, FLORIDA Shaw Drive D°l' RAT�o 395 S17 —S16 S18—S19 S20—S21 4 STA 26+60 I—FUT. FUT.DRAINAGE 4 STA 31+50 STRUCT.S-19 PUT.DRAINAGEBY OTHERS FUT.DRAINAGE FUT,DRAINAGE FUT.DRAINAGE FUT.DRAINAGE STRUCT.S-18 STRUCT.S-20 STRUCT.S-21 STRUCT.5-17 BY OTHERS BY OTHERS STRUCT.5-15 BY OTHERS BY OTHERS L L OPOSL.L/5 VJIN 0. PRO[U%1.)8"Wl, F R0P0,FD 8 WM 1L VI RI GAL Uf f SFT 1h 'OFF F1 012 A 01I I[ €I-FD TAIL 1I HFFCD3 OSI DE.IM I HL.E.T D3SL. EILTM I SHL.L.I J1, qEXIST.8"WM 0EXIST.8"WM ASSUMED 30"COVER EXIST.E 30ASSUMED 30''COVER ASSUMED 30"COVERFUT.15"SWM 15"SWM BY OTHERS BY OTHERS FUT.15''SWM 5-17 INV-2.7 5-19 INV .9 S-21 INV-3.2 CROWN-1.45 CROWN-2.65 � BY OTHERS 5-161NV-2.7 -4 5-18INV-3.9 CROWN-1.95 5-20 INV-3.2 EXIST.6"SAN TOP EL-3.4 EXIST.6"SAN [TOP EL-4.5 EXIST.6"SAN TOP EL-3.9 8 7 — 0+00 0+27 0+00 0+30 0+00 0+24 DETAIL E DETAIL F DETAIL G STA 26+60 CONFLICT AVOIDANCE STA 28+85 CONFLICT AVOIDANCE STA 31+50 CONFLICT AVOIDANCE PROFILE VIEW PROFILE VIEW PROFILE VIEW mu. Ta ..TATE OF REVISIONS APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 1100 KENNEDY DRIVE TWIN LAKES E[1 Ncweeawa DISTRIBUTION SYSTEM UPGRADE RAT��Ns KEY WEST, FLORIDA Sh—DnVe 396 INSTALL 8 LF 8-INCH SS PIPE INSTALL 1 LF&-INCH INSTALL 8 LF 8-INCH SS INSTALL TWO INSTALL 1 LF 8-INCH SS PIPE PIPE &-INCH 45 DEC SS PIPE INSTALL TWO 8-INCH WLDxWLD INSTALL TWO 8-INCH 45 DEG 45 DEG WLDxWLD FITTINGS FOR INSTALL TWO&-INCH 45 DEG WLDxWLD FITTINGS FOR 45 FITTINGS FOR VERTICAL WLDxWLD FITTNGS FOR 45 DEG VERTICAL OFFSET "j DEG OFFSET VERTICAL OFFSET OFFSET INSTALL 14 LF INSTALL 14 LF INSTALL 14 LF INSTALL 14 LF 8-INCH SS PIPE """""""""""' """"""""""""' 8-INCH SS PIPE 8-INCH SS PIPE /ININCH SS PIPE INSTALL 8-INCH SS EXISTING WM o,. INSTALL 8-INCH SS INSTALL 8-INCH SS EXISTING WM INSTALL 8-INCH SS COMPRESSION TO BE COMPRESSION COMPRESSION TO BE COMPRESSION ' �f COUPLING AND REMOVED COUPLING AND COUPLING AND REMOVED COUPLING AND CONNECT TO APPROX 40 LF � I CONNECT TO CONNECT TO APPROX 40 LF I'::':' CONNECT TO EXISTING PVC WM EXISTING PVC WM EXISTING PVC WM EXISTING PVC WM I r III 5 DETAIL H-12"VERTICAL OFFSET DETAIL I-24"45'OFFSET PLAN VIEW PLAN VIEW INSTALL 8 LF 8-INCH SS INSTALL TWO 8-INCH 45 DEG INSTALL 8 LF 8-INCH SS PIPE PIPE INSTALL TWO 8-INCH 45 DEG WLDxWLD FITTINGS FOR 45 INSTALL TWO 8-INCH 45 DEG WLDxWLD FITTINGS FOR 45 INSTALL TWO 8-INCH 45 DEG DEG OFFSET WLDxWLD FITTINGS FOR 45 WLDxWLD FITTINGS FOR 45 DEG OFFSET DEG VERTICAL OFFSET �� DEG VERTICAL OFFSET INSTALL 14 LF INSTALL 14 LF INSTALL 14 LF INSTALL 14 LF \\\ 8-INCH SS PIPE 8-INCH SS PIPE 8-INCH SS PIPE 8-INCH SS PIPE INSTALL 8-INCH SS L EXISTING WM INSTAL 8-INCH SS INSTALL&-INCH SS EXISTING WM INSTALL 8-INCH SS FLANGE TO BE COMPRESSION COMPRESSION TO BE COMPRESSION l l COUPLING AND REMOVED "' COUPLING AND AND CONNECT TO REMOVED Ii COUPLING AND CONNECT TO APPROX 40 LF II CONNECT TO PROPOSED APPROX 40 LF GONNECTTO EXISTING PVC WM EXISTING PVC WM &-INCH FLGxMJ GATE EXISTING PVC WM VALVE l 1, w puo puadl:rAf DETAIL J-12"45'OFFSET DETAIL K-12"45'OFFSET W/FLANGE Nm setae " PLAN VIEW PLAN VIEW oW ^astir^=. Tw:rc Cxl . ,a,� Gcrwwn�` •,'� ONAL �"rr axruai dawaa`` REVISIONS a APPROVALS I FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE „o 23-22 �7� o q q TWIN LAKES —.7 EN�WEEaW� 1100 KENNEDY DRIVE DISTRIBUTION SYSTEM UPGRADE -- _N KEY WEST, FLORIDA Shaw Dr s Ada—Dr,Kay Largo "kD3?erg 397 =N 7t— vm- in EE ....... X rMll MKIL r4 DR- pq . ..................................................... J-L TATE OF (—D) REVISIONS APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE En 1100 KENNEDY DRIVE TVAN LAKES DISTRIBUTION SYSTEM UPGRADE DPERATIQNS KEY WEST, FLORIDA Sl—Dr&Ad—Dr.Key Largo 398 y REVISIONS I APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 1100 KENNEDY DRIVE ENGINEERING KEY WEST, FLORIDA N.T.S. OPERATIONS 399 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 MONROE COUNTYANGINEERING/ PROJECT MANAGEMENT CONTRACT CHANGE ORDER PROJECT TITLE: Key Largo III Roadway and Drainage Project CHANGE ORDER NO: 1 INITIATION DATE: 11.12.24 TO CONTRACTOR: H&R Paving, Inc. CONTRACT DATE: 5.15.24 The Contract is changed as follows: The original Contract Sum ......................................................................................$2,056,580.59 Net change by previously authorized Change Order ...................................................... $0 The Contract Sum prior to this Change order was.........................................................$2,056,580.59 The Contract Sum is(increased) by this Change Order 1 $33,176.80 The Revised 1 Contract Sum including this Change Order ............................................ $2,089,757.39 Pursuant to contract article 7.2.2, the cost or credit to the owner resulting from a change in the Work shall be determined in one or more of the following: 7.2.2.1 mutual acceptance of lump sum properly itemized and supported by sufficient substantiating data to permit evaluation 7.2.2.2 unit prices stated in the Contract Documents or subsequently agreed upon 7.2.2.3 cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee Net change to the contract as follows: Raise Antigua Rd from Station 123+79.44 to Station 125+50.00, approximately 9 inch increase in elevation with reconstruction from Station 125+30.45 to Station 125+50, adding 12 inches stabilization, 8 inches limerock base, and 1 inch asphalt, grade to match existing. am Una Ildam IDSaaarae '4m, fty l Hkanbw &A.I LIM Gamrn* Llhk From, aw limn,lQ 4 45,10,24-6441 11 AlMla lbfizaEillan 101;1 IL'S IAMa ;J'2'E"O.h7'a $4,220 OD 2'.MM ba nireniarce at 7,sMr 122;1 IL'!r 10132 :.31575 :•3-„1'23:7 a 3 Eeairnii•nit SnrHtr-Walt.O::; 104-ID-3 ILF 433 D 7'2 ;a4.:31 ;:1„mI n 4 1fpe 2'3'Ma211IILtalklnii 1FC�4 3'"p 4002 ;1'4 a'a '5160 JOG,, M iLurneniarlr-New lMAateriia°rmr Fl.r_rrucrh 2-1 r,ah,l6aze 210-2:-Z "r '3r3.n'M'�z ;2'600 $5,3MD a 7uYrr,out Cerdrurtivani 11 Gr1uell D6-war,., 2.3FILL 3Y.2,47'2 �1L, 2„,3c,,s O)a ivy ar ar w A,2 aM,ir+cnr_.,,7raM,:At 33A-11.1.1, 71H 2,i5'a :.'1Fu7.. ;3F0G)a 3 M'e�avr Exr,irr;as aM it cad,Ihar,jill S1 d one ILE' 2)OIJ 06,4300121 6,4300+0 9�Eurrw,e 'Mri IL3 2.Sk'2 iJ"Geali Go ,'J"GeoO)a. io MMAanih,ok.:Adustmeint 425-5 '3':A 2,,05 t2com :400015 7-0741IWfEGUL.A.R CCJM4aBACTWORIX '23,217`fi n'M The project commencement was July 8, 2024. Original contract 365 calendar days 7.8.25. This change order adds: 5 weather days and 10 change order workdays—substantial completion revised to 7.23.25. Contractor agrees to accept the increase of$33,176.80 in monetary compensation and hereby waives and releases any and all claims for any additional compensation related to these bid items. This Change Order 1 is (.016%)of the original contract price. This change was approved by the Engineer of Record (WSP USA, Inc) and the CEI (KCA, Inc.). Not valid until signed by Contractor, County- acknowledged by FDOT. 400 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 I Dig It ly signed by Santiago O Lopez DID US, —HR Paving Inc, Santiago O Lopez 0Lpez(eo Fl01410C 0000190C2076EBC0002FlCOE cn=Santiayo CONTRACTOR ✓N L Date:20024.11'714 1922-05'00' Date Judith Clarke P.E. DigitaIIy Sig nedbyJudithClarke,P.E. ENGINEERING SERVICES DIRECTOR Date:2024.12.1010:50:05-05'00' Christine Digitally signed by Date Christine Hurley H u rl a Date 2024.12.16 COUNTY ADMINISTRATOR Y 10:39:37-05'00' Date (Acknowledged by) FLORIDA DEPARTMENT OF TRANSPORTATION (451622 SCOP FUNDED) Date nmONROE aOUNn'Agri'ORNEV p %e*PA?V D "Towo C . � : .. A WSTANT COUNTY AVOW y DATr 11/12/24 FDOT (451622-1-54-02) docuSigned by: Concurrence: "Ara M"� t'sx FDOT Participation Cost: $0 BID ccFn^,iEsstae LAP - Construction Oversight... FDOT Participation Time: 15 days 401 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 Change Order Attachment per Ordinance No. 004-1999 • Change Order was not included in the original contract specifications. Yes ® No ❑ If Yes, explanation: Homeowner at end of Antigua Rd contacted County about water intrusion on end of road. • Change Order was included in the original specifications. Yes ❑ No If Yes, explanation of increase in price: • Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No If Yes, explanation as to why it is not subject for a calling for bids: • Project engineer/architect approves the change order. Yes ® No ❑ If no, explanation of why: • Change Order is correcting an error or omission in design document. Yes ❑No Should a claim under the applicable professional liability policy be made? Yes ❑ No Explain: 402 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 H&R Paving, Inc. ;.. Project: Key Largo III Roadway Improvements Project Date: 1118124 Contract No: G2TO5; FM No.451622-1-54-02 Description: Raise Road Elevation at Antigua St RCO#01 ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL Raise Road Elevation at Antigua St L.S. 1 $33,176.80 $33,176.80 Total $33,176.80 Requested working days Days 10 Requested weather days Days 5 (9.19.24—9.23.24—9.24.24—10.08.24—10.10.24) Art S nti,Supe''-ntendent SL. N III"^,��„®,A II II II.r:��p .r:��p�..r:��p'°4 REFERENCE DOCUMENTS: 1 Plans 240105 KL III Antigua St 2 3 403 o /\ § ) ) \ ci 2 , ,,,,,,,, —————————— \ # E l § { ]�2]§ice § � §§P § o |§� / oo § ))/ § _ , ------- (§ 99| m §| |0 \ } :§\§ k§�//� // & §w222=; 2 "009 �w a ] § _ - \ m 0 } 2 \ ) \ ! 7 + \ ; \ - ® o 2 7 f : of - - r ; m _ )f!f § 2 E 2� $ \/{\ $ =\\\7 ® / §§ { fw §>y: ; § § b »: ¢§ § \| )} > �k \ ){j\\ � � �� )))/{}{}$ CL k/ �/ §k� � § \} §§) 0 404 m E 0 0009+9Z1 :d I o .8J�d id z W z o b9'Of+SZI Id. ✓' o �' W z'o+ f az z aF; 09la N m 7 z z o. � � Sb'Ofo�a zz ............... _`......I.. =F.. W o z o. �a 0 I CO 2 w � 4 O j Q o Oo Q o� zo o # z ,o I m / - C� xO / ✓ IJJ o W .' '✓. .� �ZOb "13 I r qq II c� n Ibb 6L+ IdMON IkE !q o ��n,c -- II � 0514 x Im 2 zO 1 �� II __I �`; III II � IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a JQ x0 (eln"' CD vJr to w o�' m ��' /✓' I m c� ,loop "I IIIIIIII O p N U f N III III sl 17 co y _....I WI........._. ........_ .---------- 6I. CV.. K v_ [V UZ w 5 a Q<N ao We o "<¢ U I CV Zwem x0 I e wU�o< Vou w N J o ��a�F- G� x c' I ,v wwln�w m c- a ¢ y `I °OE- a o CV oz I 10 w + + .`F. w o o �I _...... a =M J Ali - o + no �� i�� o w III wr -z o� ��Zo zl _........_. ��/ w w zo ¢ �zo cn III I�.�� ... CO o _ a r�kr„ << =m z _ = z - + w 0R.9 19' o m +r o O wl+ I 1 6,Vl G cV .yam U Y r"'ia o�'n ., z z ollmw w :v Al O: Q I" v c]v > _ o- �� o PR 16 - Q 3 wz 9S of h N p '" '00'00+OZ1 :d9 g b e ` I o H 6F> o o b -5 OE - w o > 0 W 405 0 0 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 700-010-13 DAILY REPORT OF CONSTRUCTION CONSTRUC0TION 609 Page 1 of 3 Date. Contract ID: Financial Project ID: Inspector: 9/19/2024 451622-1-54-02 High Temp: 100 AM Conditions: PM Conditions: Low Temp. 88 CLOUDY CLOUDY Remarks General: SUBCONTRACTOR TRANSFLORIDA DID THE FOLLOWING WORK: 1. WIDENING COULD NOT BE PERFORMED DUE TO THE SATURATION OF EARTH WORK MATERIALS FROM HEAVY OVERNIGHT RAIN 2. FIXED EROSION CONTROL DEVICES 3. CUTTING ASPHALT FOR THE WIDENING STA 143 +00 RT Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: � THURSDAY � 74 � 365 Visitors: Contractor(s) and Personnel # Name Type # Hrs Type # Hrs Type # Hrs 1. Prime Supt 1 Foreman 9.00 Skilled H&R PAVING Semi skilled Common Trainee 2. Sub/Utility Supt 1 6 Foreman 1 9.00. Skilled 2 9.00 TRANSFLORIDA Semi skilled Common 2 9.00. Trainee 2 9.00 3. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee 4. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee Contractors Equipment Active or Idle Contr/Sub# Equipment # # Total ID Description Pieces Used Hours Used TRANSFLORIDA LOADER (KOMATSU) 1 1 9.00. TRANSFLORIDA LOW BOY 1 TRANSFLORIDA SKID STEER LOADER (CAT) 1 1 9.00. TRANSFLORIDA CATERPILLAR EXCAVATOR 315F 1 1 9.00. TRANSFLORIDA CATERPILLAR 330 EXCAVATOR 1 1 TRANSFLORIDA PETERBILT DUMP TRUCK 1 1 9.00 TRANSFLORIDA PETERBILT DUMP TRUCK 1 1 .9.00 TRANSFLORIDA CATERPILLAR 304 MINI EXCAVATOR 1 1 9.00 406 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 2 of 3 Date: Contract ID: 9/19/2024 Estimated Work Performed Contr/ Line Item# Pay Item Time AM/PM Installed Sub# Code Location Beginning Endina Qt . Units EFFECTS OF WEATHER ON MAJOR WORK ITEMS (CHECK CONTROLLING ITEMS): No Effect Affected Less Than 50% Affected More Than 50% No Work Major and/or Controlling Work Items All Day of Work Day Of Work Day All Day WIDENING (SAWCUT, EXC, ❑ ❑ ® ❑ EARTHWORK, ETC.) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONTRACTOR PAST PERFORMANCE PURSUIT OF THE WORK: ❑YES ❑ NO CONFORMANCE WITH CONTRACT DOCUMENTS: ❑YES ❑ NO TECHNICIAN'S SIGNATURE AND RATING: HOURS AT JOB SITE TOTAL HOURS FROM: TO: .IV'::.1(IIII IIIL...II 8:OOAM 5:OOAM 9 ENGINEER IN CHARGE NAME, RANK AND INITIALS): DATE: DISTRIBUTION: Original—Project Engineer Copy—Contractor(as requested) 407 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 3 of 3 Attachment Pa e Date: Contract ID: Financial Project ID: Inspector: 9/19/2024 451622-1-54-02 Remarks General: I .. � ut�.,,ur�u (.�II �.�ullw «..�11tl�.�.�tuun�: u�.r�u��ur�.^ t.I��:�un �. '.��:,i ��.II. the �I�:�.«..��^u� �� : a«..�u��,�� due� ��.� �.��.�u��u�.� a u��. Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: THURSDAY 74 365 Visitors: Contractors Equipment Active or Idle Contr/Sub Equipment # # Total Hours # ID Description Pieces Used Used 408 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 700-010-13 DAILY REPORT OF CONSTRUCTION CONSTRUC0TION 609 Page 1 of 3 Date. Contract ID: Financial Project ID: Inspector: 9/25/2024 451622-1-54-02 High Temp: 100 AM Conditions: PM Conditions: Low Temp. 88 SUNNY SUNNY Remarks General: SUBCONTRACTOR TRANSFLORIDA DID THE FOLLOWING WORK: 1. REMOVED PLATES ON PLANTER 2. PLACED LIMEROCK ON THE WIDENING 3. PICK UP MOT 4. CLEAN UP GET THE JOB READY FOR THE STORM 1EA...L..L_-IE[:Z DA''w I:ZAI"^)...LED I:: .., I:, ...L..S L 1ELELIE Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: � WEDNESDAY 80 � 365 Visitors: Contractors and Personnel # Name Type # Hrs Type # Hrs Type # Hrs 1. Prime Supt 1 Foreman 7.30 Skilled H&R PAVING Semi skilled Common Trainee 2. Sub/Utility Supt 1 6 Foreman 1 7.30. Skilled 2 7.30 TRANSFLORIDA Semi skilled Common 2 7.30. Trainee 2 7.30 3. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee 4. Sub/Utility Supt Foreman Skilled Semi skilled ICommon ITrainee Contractor(s) Equipment (Active or Idle) Contr/Sub# Equipment # # Total ID Description Pieces Used Hours Used TRANSFLORIDA LOADER (KOMATSU) 1 1 7.30. TRANSFLORIDA LOW BOY 1 TRANSFLORIDA SKID STEER LOADER (CAT) 1 1 7.30. TRANSFLORIDA CATERPILLAR EXCAVATOR 315F 1 1 7.30. TRANSFLORIDA CATERPILLAR 330 EXCAVATOR 1 1 .7.30 TRANSFLORIDA PETERBILT DUMP TRUCK 1 1 7.30 TRANSFLORIDA PETERBILT DUMP TRUCK 1 1 7.30 TRANSFLORIDA CATERPILLAR 304 MINI EXCAVATOR 1 1 7.30 409 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 2 of 3 Date: Contract ID: 9/25/2024 Estimated Work Performed Contr/ Line Item# Pay Item Time AM/PM Installed Sub# Code Location Beginning Endina Qt . Units 2 443-70-4 S4-4 FRENCH DRAIN 24" 8:00 3:30 WIP LF EFFECTS OF WEATHER ON MAJOR WORK ITEMS (CHECK CONTROLLING ITEMS): No Effect Affected Less Than 50% Affected More Than 50% No Work Major and/or Controlling Work Items All Day of Work Day Of Work Day All Day WIDENING (SAWCUT, EXC, ❑ ❑ ® ❑ EARTHWORK, ETC.) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONTRACTOR PAST PERFORMANCE PURSUIT OF THE WORK: ❑YES ❑ NO CONFORMANCE WITH CONTRACT DOCUMENTS: ❑YES ❑ NO TECHNICIAN'S SIGNATURE AND RATING: HOURS AT JOB SITE TOTAL HOURS FROM: TO: I .IV':I1(IIIIN SU...IIS 8:OOAM 3:30PM 7.5 ENGINEER IN CHARGE NAME, RANK AND INITIALS): DATE: DISTRIBUTION: Original—Project Engineer Copy—Contractor(as requested) 410 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 3 of 3 Attachment Pa e Date. Contract ID: Financial Project ID: Inspector: 9/25/2024 451622-1-54-02 Remarks General: TRANSFLORIDA SECURED ALL MOT ADVANCED WARNING SIGNS AND BARRELS/DRUMS FOR UPCOMING HURRICAN HELENE . FIXED AND PREPARED THE EROSION CONTROL DEVICES ON SITE Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: WEDNESDAY 80 365 Visitors: Contractor(s) Equipment (Active or Idle) Contr/Sub Equipment # # Total Hours # ID Description Pieces Used Used 411 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 700-010-13 DAILY REPORT OF CONSTRUCTION CONSTRUC0TION 609 Page 1 of 3 Date. Contract ID: Financial Project ID: Inspector: 9/26/2024 KEY LARGO 111 451622-1-54-02 High Temp: AM Conditions: PM Conditions: Low Temp. Remarks General: NO WORK WeatIheir day 2rainted luururlicaine 111.16Ieine Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: � THIURSDAY � 81 � 365 Visitors: Contractor(s) and Personnel # Name Type # Hrs Type # Hrs Type # Hrs 1. Prime Supt Foreman Skilled H&R PAVING Semi skilled Common Trainee 2. Sub/Utility Supt Foreman Skilled TRANSFLORIDA Semi skilled Common Trainee 3. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee 4. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee Contractors Equipment Active or Idle Contr/Sub# Equipment # # Total ID Description Pieces Used Hours Used TRANSFLORIDA LOADER (KOMATSU) 1 TRANSFLORIDA LOW BOY 1 TRANSFLORIDA SKID STEER LOADER (CAT) 1 TRANSFLORIDA CATERPILLAR EXCAVATOR 315F 1 TRANSFLORIDA CATERPILLAR 330 EXCAVATOR 1 TRANSFLORIDA PETERBILT DUMP TRUCK 1 TRANSFLORIDA PETERBILT DUMP TRUCK 1 TRANSFLORIDA CATERPILLAR 304 MINI EXCAVATOR 1 412 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 2 of 3 Date: Contract ID: 9/26/2024 KEY LARGO III Estimated Work Performed Contr/ Line Item# Pay Item Time AM/PM Installed Sub# Code Location Beginning Endina Qt . Units EFFECTS OF WEATHER ON MAJOR WORK ITEMS (CHECK CONTROLLING ITEMS): No Effect Affected Less Than 50% Affected More Than 50% No Work Major and/or Controlling Work Items All Day of Work Day Of Work Day All Day ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONTRACTOR PAST PERFORMANCE PURSUIT OF THE WORK: ❑YES ❑ NO CONFORMANCE WITH CONTRACT DOCUMENTS: ❑YES ❑ NO TECHNICIAN'S SIGNATURE AND RATING: HOURS AT JOB SITE TOTAL HOURS FROM: TO: I .IV:I1(IIIIN S II....II ENGINEER IN CHARGE (NAME, RANK AND INITIALS): DATE: DISTRIBUTION: Original—Project Engineer Copy—Contractor(as requested) 413 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 3 of 3 Attachment Pa e Date: Contract ID: Financial Project ID: Inspector: 9/26/2024 KEY LARGO 111 451622-1-54-02 Remarks General: TROPICAL STORM Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: THURSDAY 81 365 Visitors: Contractors Equipment Active or Idle Contr/Sub Equipment # # Total Hours # ID Description Pieces Used Used 414 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 700-010-13 DAILY REPORT OF CONSTRUCTION CONSTRUC0TION 609 Page 1 of 3 Date. Contract ID: Financial Project ID: Inspector: 10/8/2024 451622-1-54-02 High Temp: 100 AM Conditions: PM Conditions: Low Temp. 88 CLOUDY RAINING Remarks General: SUBCONTRACTOR TRANSFLORIDA DID THE FOLLOWING WORK: 1. S8-4 TO S8-3 CONTINUE BACKFILLING FRENCH DRAIN W/#4 BALLAST ROCK Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: � TUESDAY � 93 � 365 Visitors: Contractor(s) and Personnel # Name Type # Hrs Type # Hrs Type # Hrs 1. Prime Supt 1 Foreman 5:00 Skilled H&R PAVING Semi skilled Common Trainee 2. Sub/Utility Supt 1 2 Foreman 1 5:00. Skilled 2 5:00 TRANSFLORIDA Semi skilled Common 2 5:00 Trainee 2 5:00 3. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee 4. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee Contractors Equipment Active or Idle Contr/Sub# Equipment # # Total ID Description Pieces Used Hours Used TRANSFLORIDA LOADER (KOMATSU) 1 1 5:00. TRANSFLORIDA LOW BOY 1 TRANSFLORIDA SKID STEER LOADER (CAT) 1 1 5:00. TRANSFLORIDA CATERPILLAR EXCAVATOR 315F 1 1 5:00. TRANSFLORIDA CATERPILLAR 330 EXCAVATOR 1 1 5:00. TRANSFLORIDA PETERBILT DUMP TRUCK 1 1 1 5:00 TRANSFLORIDA PETERBILT DUMP TRUCK 1 1 5:00 TRANSFLORIDA CATERPILLAR 304 MINI EXCAVATOR 1 1 5:00 415 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 2 of 3 Date: Contract ID: 10/8/2024 Estimated Work Performed Contr/ Line Item# Pay Item Time AM/PM Installed Sub# Code Location Beginning Endina Qt . Units 2 443-70-4 S8-4 FRENCH DRAIN 8:00 12 :00 WIP LF EFFECTS OF WEATHER ON MAJOR WORK ITEMS (CHECK CONTROLLING ITEMS): No Effect Affected Less Than 50% Affected More Than 50% No Work Major and/or Controlling Work Items All Day of Work Day Of Work Day All Day S7-5, S8-3, S8-4; CONST. INLET AND FD ❑ ❑ ® ❑ S4-4 Catch Basin, French Drain & Solid ❑ ❑ ❑ Pipe ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONTRACTOR PAST PERFORMANCE PURSUIT OF THE WORK: ❑YES ❑ NO CONFORMANCE WITH CONTRACT DOCUMENTS: ❑YES ❑ NO TECHNICIAN'S SIGNATURE AND RATING: HOURS AT JOB SITE TOTAL HOURS FROM: TO: .I[':V llN SU...IIS 8:OOAM 12:OOPM 5 ENGINEER IN CHARGE NAME, RANK AND INITIALS): DATE: DISTRIBUTION: Original—Project Engineer Copy—Contractor(as requested) 416 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 3 of 3 Attachment Pa e Date. Contract ID: Financial Project ID: Inspector: 10/8/2024 451622-1-54-02 Remarks General: HEAVY RAIN WITH LIGHTINING MADE WORK CONDITIONS UNSAFE, HAD TO CLOSE AND CLEAN UP THE WORK SITE DUE TO WEATHER. Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: TUESDAY 93 365 Visitors: Contractor(s) Equipment (Active or Idle) Contr/Sub Equipment # # Total Hours # ID Description Pieces Used Used 417 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 700-010-13 DAILY REPORT OF CONSTRUCTION CONSTRUC0TION 609 Page 1 of 3 Date. Contract ID: Financial Project ID: Inspector: 10/10/2024 KEY LARGO 111 451622-1-54-02 High Temp: AM Conditions: PM Conditions: Low Temp. Remarks General: NO WORK HURRICANE MILTON Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: � THIURSDAY � 95 � 365 Visitors: Contractor(s) and Personnel # Name Type # Hrs Type # Hrs Type # Hrs 1. Prime Supt Foreman Skilled H&R PAVING Semi skilled Common Trainee 2. Sub/Utility Supt Foreman Skilled TRANSFLORIDA Semi skilled Common Trainee 3. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee 4. Sub/Utility Supt Foreman Skilled Semi skilled Common Trainee Contractors Equipment Active or Idle Contr/Sub# Equipment # # Total ID Description Pieces Used Hours Used TRANSFLORIDA LOADER (KOMATSU) 1 TRANSFLORIDA LOW BOY 1 TRANSFLORIDA SKID STEER LOADER (CAT) 1 TRANSFLORIDA CATERPILLAR EXCAVATOR 315F 1 TRANSFLORIDA CATERPILLAR 330 EXCAVATOR 1 TRANSFLORIDA PETERBILT DUMP TRUCK 1 TRANSFLORIDA PETERBILT DUMP TRUCK 1 TRANSFLORIDA CATERPILLAR 304 MINI EXCAVATOR 1 418 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 2 of 3 Date: Contract ID: 10/10/2024 KEY LARGO III Estimated Work Performed Contr/ Line Item# Pay Item Time AM/PM Installed Sub# Code Location Beginning Endina Qt . Units EFFECTS OF WEATHER ON MAJOR WORK ITEMS (CHECK CONTROLLING ITEMS): No Effect Affected Less Than 50% Affected More Than 50% No Work Major and/or Controlling Work Items All Day of Work Day Of Work Day All Day S7-5, S8-3, S8-4; CONST. INLET AND FD ❑ ❑ ❑ S4-4 Catch Basin, French Drain & Solid ❑ ❑ ❑ Pipe S7-3 Catch Basin, French Drain & Solid ❑ ❑ ® ❑ Pipe ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CONTRACTOR PAST PERFORMANCE PURSUIT OF THE WORK: ❑YES ❑ NO CONFORMANCE WITH CONTRACT DOCUMENTS: ❑YES ❑ NO TECHNICIAN'S SIGNATURE AND RATING: HOURS AT JOB SITE TOTAL HOURS FROM: TO: I .IV:I1(IIIlN S II....II ENGINEER IN CHARGE (NAME, RANK AND INITIALS): DATE: DISTRIBUTION: Original—Project Engineer Copy—Contractor(as requested) 419 Docusign Envelope ID:OD82DB56-8933-4272-A4CA-8A6FOFC9E269 700-010-13 CONSTRUCTION 06/09 Page 3 of 3 Attachment Pa e Date: Contract ID: Financial Project ID: Inspector: 10/10/2024 KEY LARGO 111 451622-1-54-02 Remarks General: TROPICAL STORM WARNING ISSUED FOR MIAMI DADE COUNTY AND FOR MONROE COUNTY PER THE NATIONAL WEATHER SERVICE Accidents: Day of Week: Contract Day: Total Days: ®No ❑Yes See Accident Report Dated: THURSDAY 95 365 Visitors: Contractor(s) Equipment (Active or Idle) Contr/Sub Equipment # # Total Hours # ID Description Pieces Used Used 420 MONROE COUNTYANGINEERING/ PROJECT MANAGEMENT CONTRACT CHANGE ORDER PROJECT TITLE: CHANGE ORDER NO: 01 Gato Building Spalling Repairs INITIATION DATE: 12/13/2024 CONTRACT DATE: 07/17/2024 TO CONTRACTOR: Sea Tech of the Florida Keys 131 Palomino Horse Trail Big Pine Key, FL 33040 The Contract is changed as follows: The original (Contract Sum) (Guaranteed Maximum Price)............................................$824,715.00 Net change by previously authorized Change Orders...................................................$ 0.00 The (Contract Sum) (Guaranteed Maximum Price) prior to this Change order was.............$824,715.00 The (Contract Sum) (Guaranteed Maximum Price)will be (increased) (decreased) (unchanged) by this Change Order.......$ 20,333.81 The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order is.......$845,048.81 The Contract Time will be (increased) (decreased) (unchanged) by.................................. 65 days The date of Substantial Completion as of the date of this Change Order is........................ 05/06/2025 Detailed description of change order and justification: After the discovery of lead during construction the County hired a company to perform testin. and provide a report detailing groper protective procedures and safety measures for the continued work. The County required the Contractor to adhere to lead containment protocols that were more stringent than the original contract. This Change Order includes the additional costs for upgraded fans, upgraded HEPA vacuums and filters, duct work, disposable suits, disinfecting wipes, and other miscellaneous items and personal protective equipment(PPE) materials. This Change Order includes an additional 65-day time extension resultinq from the 5-week work stoppage and the additional time required to execute all new safety measures. The original substantial completion date was March 2, 2025. This change Order is 2.5% of the original contract price. "Iraq ��'r Not valid until signed by Owner Architect if applicable), and Contrac :wu III : AR 4 °�� , 1 /1 / . ARCHITECT: . •, Bender&Associat s, P.A. Date Digitally signed by Robin Robin Szmansky Szmansky CONTRACTOR: Date:2024.12.13 1 S:S6:S2-05'00' Sea Tech of the Florida Keys, Inc. Date Digitally signed by Cary Vick Cary Vick Date:2024.12.13 16:04:37 12/13/24 DIRECTOR PROJECT MANAGEMENT -05'00' Cary Vick Date Digitally signed by Christine Christine Hurley Hurley COUNTY ADMINISTRATOR: Date:2024.12.1 s 14:54:00-0e'00' Christine Hurley Date 421 Change Order Attachment per Ordinance No. 005-2023 • Change Order was not included in the original contract specifications. Yes ® No ❑ If Yes, explanation: Additional costs for lead containment safety procedures, materials, and equipment not required under original contract. • Change Order was included in the original specifications. Yes ❑ No If Yes, explanation of increase in price: • Change Order exceeds $100,000 or 5% of contract price (whichever is greater). Yes ❑ No If Yes, explanation as to why it is not subject for a calling for bids: • Project architect approves the change order. Yes ® No ❑ If no, explanation of why: • Change Order is correcting an error or omission in design document. Yes ❑No Should a claim under the applicable professional liability policy be made? Yes ❑ No Explain: 422 01Fea, Tech OF THE FLORIDA KEYS DESIGN BUILD CONTRACTORS December 12, 2024 Monroe County Public Works Attn: Matthew Howard 'Sabs IIL..ax (A' 7 5)`X'X�11 ii-eirroved ::irorri dHI rriat&14 IIterris whein I 100 Simonton St Key West, FL 33040 cakAd at li ng 5'Xii aind 5'Xii See attached Spireadsheet sh(wing coii-ii-ected cakAdatk)in aind updated Re: Gato Building hainge Subject: RFC 01 -Additional Safety Equipment We hereby propose to furnish safety equipment to meet the new dust containment requirements as follows: CONTRACTOR EXPENSES/DIRECT COSTS UNIT 5% ITEM DESCRIPTION UOM CITY PRICE SUBTOTAL(S) 5%O/H 5%P MGMT TOTALS Sea Tech 10"Portable Blower Fan ea 1 $147.25 $147.25 $7.36 $7.36 $161.98 Sea Tech Flexible Duct ea 4 $96.75 $387.00 $19.35 $19.35 $425.70 Sea Tech Hepa Filter Air Scrubber ea 1 $1,612.49 $1,612.49 $80.62 $80.62 $1,773.74 Sea Tech 24x24 Air Scrubber Filters ea 16 $7.74 $123.84 $6.19 $6.19 $136.22 Sea Tech Disposable HAZMAT Suits ea 225 $7.74 $1,741.50 $87.08 $87.08 $1,915.65 Sea Tech Flexible Duct Stands ea 7 $90.00 $630.00 $31.50 $31.50 $693.00 Sea Tech P100 Respirators ea 16 $21.40 $342.40 $17.12 $17.12 $376.64 Sea Tech P100 Respirators Filters ea 200 $1.95 $390.00 $19.50 $19.50 $429.00 Sea Tech MERV 11 Air Filters ea 60 $5.72 $343.20 $17.16 $17.16 $377.52 Sea Tech Dust Zipper ea 60 $5.11 $306.60 $15.33 $15.33 $337.26 Sea Tech Disinfecting wipes W/bucket ea 2 $42.68 $85.36 $4.27 $4.27 $93.90 Sea Tech Disinfecting wipes Refill ea 16 $28.19 $451.04 $22.55 $22.55 $496.14 Sea Tech Dustless HEPA Vacuum ea 2 $300.99 $601.98 $30.10 $30.10 $662.18 Sea Tech HEPA Vacuum Filter Bags ea 30 $15.50 $465.00 $23.25 $23.25 $511.50 Sea Tech Safety Equipment Cart ea 1 $96.70 $96.70 $4.84 $4.84 $106.37 Sea Tech Safety Eqt Individual Storage ea 8 $10.73 $85.84 $4.29 $4.29 $94.42 Sea Tech Trash Bags 6 mil ea 120 $2.48 $297.60 $14.88 $14.88 $327.36 Sea Tech Duct Tape ea 60 $5.27 $316.20 $15.81 $15.81 $347.82 Page 1 of 2 423 Sea Tech 3 inch Painters Tape ea 60 $4.93 $295.80 $14.79 $14.79 $325.38 Sea Tech 6 mil Plastic Sheeting 20'x100' ea 16 $136.53 $2,184.48 $109.22 $109.22 $2,402.93 Sea Tech PM Purchase,Receive,Deliver hrs 8 $75.00 $600.00 $30.00 $30.00 $660.00 Sea Add labor at 5 workers @ Tech 15 min per day hrs 120 $55.00 $6,600.00 $330.00 $330.00 $7,260.00 $0.00 $0.00 Subtotal $18,104.28 $905.21 $905.21 $19,914.71 SUBCONTRACTOR WORK UNIT 5% ITEM DESCRIPTION UOM CITY PRICE SUBTOTAL(S) 5%O/H 5%P MGMT TOTALS ea 0 $0.00 $0.00 $0.00 $0.00 ITEM DESCRIPTION TOTALS P&P Bond @ 2.5% $497.87 Subtotal $497.87 Overhead at 5% 867,14 �901R''21"` Profit at 5% 867,14 405:^°m,, Management at 5% $0.00 Taxes $0.00 CHANGE ORDER GRAND TOTAL 8 All material is guaranteed to be as specified and the above work to be performed in accordance with the RPR(W1 D manufacturer's specifications and completed in a substantial workmanlike manner for the sum of: AMOUNT ............. Twenty Thousand,Four Hundred Twelve. 58/100----------------------------Dollars $20.412...58 0,333w8:1. Payment in full upon completion. Excludes Permit/Engineering Fees. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents,or delays beyond our control. Owner to carry fire,tornado and other necessary insurance upon above work. Workers Compensation and General Liability insurance on above work will be taken out by SEA TECH,INC. Note-This proposal may be withdrawn by us if not accepted within 30 days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the specified work. Payment will be made as outlined above. THIS WORK WILL ADD 65 CALENDAR DAYS TO THE DURATION OF THE PROJECT Signature Date Page 2 of 2 424 O O O o O O O O O a-I a .� o m o o ao m `' o O O o 0 m op O N N ry n ry m m m o o .m m O- 0 o v'm O a m vCli N o H ^ n o m .n * O m w * m m N K l7 K Q v Z (L C. o Q �v o x V h * * 00 J O O Q z z v v N o 0 o r�' o yr rtn +n o x x o O O u o 0 0 0 o �n �n m w m o m �o 0 o m w .� m v o v n n o �o a n n o ry w N ' vi o N o ry o' I N v ry m v m w y'•� m o m o o v �o o o o o N m o �n v o 0 o o o m o o o o o o W •� O m o 0 �n o o a �n m o. o 0 o o m o O o o o 0 //�� tD O m vt o W N o N o O o o o o w N vwl m N m h m .ai tOD tOD Vl O = M V N h h h h h-h h h h N O N N O n w� �11 o 0 m m cn N m o m o o Nn m wN "n voi vNry m+an vm,mi +Nn�o+m oo�N w o0n o o i i 1 m ry mo mm n1 n1 mw a�+n n1 mmrvarvlw m LJ n 0�n V +n+n V +n+n ¢ ¢ O z z W n io o o o N �o N o .� w o o o �o o o �n N o io ,� m �o .� o 0 n0 w o z o a Q 0 Cd v N a a 0 U rh a o Cf C _ do M W R O m > > c a N o Vv v r o ¢ ^.o.. � r r Om -v9 -v9 v �Qoe 0vvvvvvvvvvvvvvvvvvvv 3lolo o m - J V . m � `v o - 0 T v v' Im `m ¢ T� p ? v > O O c C O O W E Y V 9 w _ v y x N � v c � `v a o v E LL a E -o - w `v o u 0 3 via w v v m ;: ,. m 1O o O . p ¢'i� a 0 O O w ¢ ¢ > c a m a N v a N E.. `m - �' 2 't 3 3 a E m �^ z v V a V i w ¢ o s v h o o p w f0 ,. o ,� on x m w w �- m � ° m`v ¢.Y.a V V o o � w � N v � � '" > m9L ¢ o o `° vQ o ° °�' w F ¢ a ^' n o o N c c N ¢¢ ,. N G 2 ¢ f0 ¢ O w ,• v F O �n ?': 2 V O w N v� v o o v, v, w m dJ S ` O z 3 0 z LL x o w ¢ a o 0 0 o x m n o m x a ¢ O> 2 mam - z - - o N o 0 o o Q N a F a a K Z C7 a z O w ¢ x c m u z z z N O O O p O E w v O Z Z Z Z 0 0 a 425 u a o m O V MONROE COUNTYANGINEERING/ PROJECT MANAGEMENT CONTRACT CHANGE ORDER PROJECT TITLE: CHANGE ORDER NO: 02 Gato Building Spalling Repairs INITIATION DATE: 12/13/2024 CONTRACT DATE: 07/17/2024 TO CONTRACTOR: Sea Tech of the Florida Keys 131 Palomino Horse Trail Big Pine Key, FL 33043 The Contract is changed as follows: The original (Contract Sum) (Guaranteed Maximum Price)............................................$824,715.00 Net change by previously authorized Change Orders...................................................$ 20,333.81 The (Contract Sum) (Guaranteed Maximum Price) prior to this Change order was.............$845,048.81 The (Contract Sum) (Guaranteed Maximum Price)will be (increased) (decreased) (unchanged) by this Change Order.......$ 43,219.13 The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order is........$ 888,267.94 The Contract Time will be (increased) (decreased) (unchanged) by.................................. 14 days The date of Substantial Completion as of the date of this Change Order is........................ 05/20/2025 Detailed description of change order and justification: After the discovery of lead during construction the County desires to have the Contractor perform additional deep cleaning services that were not required as part of the original contract. This change order includes the cleaning of all horizontal surfaces above 6'8". The Contractor has requested an additional 14 days be added to the contract to perform this additional work The previous substantial completion date was May 6, 2025. This change Order is 5.2% of the original contract price. Not valid until signed by Owner,Architect(if applicable), and Contractor " ARCHITECT: Bender&Associates Architects, P.A. Date Digitally signed by Robin Robin Szmansky SZmansky CONTRACTOR: Date:2024.12.23 15:06:08-osoo Sea Tech of the Florida Keys, Inc. Date Digitally signed by Cary Vick Cary Vick Date:2024.12.23 15:27:03 DEPARTMENT DIRECTOR -05'00' Cary Vick Date Project Management Di,itTina B o a n Datea1ly 2024.12 27 1 01 11 Bgan COUNTY ADMINISTRATOR: -05'00' Christine Hurley Date 426 Change Order Attachment per Ordinance No. 005-2023 • Change Order was not included in the original contract specifications. Yes ® No ❑ If Yes, explanation: Additional costs for post construction cleaning not required under original contract. • Change Order was included in the original specifications. Yes ❑ No If Yes, explanation of increase in price: • Change Order exceeds $100,000 or 5% of contract price (whichever is greater). Yes ❑ No If Yes, explanation as to why it is not subject for a calling for bids: • Project architect approves the change order. Yes ® No ❑ If no, explanation of why: • Change Order is correcting an error or omission in design document. Yes ❑No Should a claim under the applicable professional liability policy be made? Yes ❑ No Explain: 427 o o o o 0 `' .m. cn N Oa o h h o Q O a '".m. O o a; n N N +n Vaf N (Y) q O' Q p o O q bq ti m N Z �L w K < K Q Y z Z f j CC R _ ° V o o o U O 4J � V o o lo 11 e� o auo a � I Igo W H Z o o o o c LU oo0oc w = J ti a w N a N Z o o W � z m 0 = z W m o z O o a a v � a v o o, do x � � o o v c yk Nu o E � Nip. in G h 20 E u p N O v,v c c uo v c E v ° Q v z ou - �_ s o 5 0_ 0 oo `v 4 m m vt w' o ae r `m'v oa V 2 O f0 V oo W 1 G o o W E L y m o? Z U Z m N C N u VV t f a m N c O W N:�0 0 m Eo J ° ` 0 N p�j W m y O O Q a a K O V. Z K H fL w k 2 V C 0' C O o E w z C7 0 m z N g 428 01Fea, Tech OF THE FLORIDA KEYS DESIGN BUILD CONTRACTORS December 10, 2024 Monroe County Public Works Attn: Matthew Howard 1100 Simonton St Key West, FL 33040 Re: Gato Building Subject: RFC 02- Clean Horizontal Surfaces We hereby propose to furnish materials, labor and equipment to clean all horizontal surfaces after the completion of each construction phases as follows: CONTRACTOR EXPENSES/DIRECT COSTS 5% ITEM DESCRIPTION UOM CITY UNIT PRICE SUBTOTAL(S) 5%O/H 5%P MGMT TOTALS Sea Tech hrs $0.00 $0.00 $0.00 $0.00 $0.00 Subtotal $0.00 $0.00 $0.00 $0.00 SUBCONTRACTOR WORK 5% ITEM DESCRIPTION UOM CITY UNIT PRICE SUBTOTAL(S) 5%O/H 5%P MGMT TOTALS KC Phase I-Deep Cleaning Post Cleaning Construction ea 1 10266 $10,266.00 $513.30 $10,779.30 KC Phase 11-Deep Cleaning Post Cleaning Construction ea 1 613 $613.00 $30.65 $643.65 KC Phase III-Deep Cleaning Post Cleaning Construction ea 1 1838 $1,838.00 $91.90 $1,929.90 KC Phase IV-Deep Cleaning Post Cleaning Construction ea 1 6536 $6,536.00 $326.80 $6,862.80 KC Phase V-Deep Cleaning Post Cleaning Construction ea 1 2860 $2,860.00 $143.00 $3,003.00 KC Phase VI-Deep Cleaning Post Cleaning Construction ea 1 2451 $2,451.00 $122.55 $2,573.55 KC Phase VII-Deep Cleaning Post Cleaning Construction ea 1 1021 $1,021.00 $51.05 $1,072.05 KC Phase Vill-Deep Cleaning Post Cleaning Construction ea 1 409 $409.00 $20.45 $429.45 KC Phase IX-Deep Cleaning Post Cleaning Construction ea 1 817 $817.00 $40.85 $857.85 KC Phase X-Deep Cleaning Post Cleaning Construction ea 1 2043 $2,043.00 $102.15 $2,145.15 KC Phase XI-Deep Cleaning Post Cleaning Construction ea 1 3472 $3,472.00 $173.60 $3,645.60 KC Phase XII-Deep Cleaning Post Cleaning Construction ea 1 1634 $1,634.00 $81.70 $1,715.70 KC Phase XIII-Deep Cleaning Post Cleaning Construction ea 1 4289 $4,289.00 $214.45 $4,503.45 KC Phase XIV-Deep Cleaning Post Cleaning Construction ea 1 2043 $2,043.00 $102.15 $2,145.15 Subtotal $40,292.00 $0.00 $0.00 $2,014.60 $42,306.60 ITEM DESCRIPTION TOTALS Page 1 of 18 429 P&P Bond @ 2.5% $1,057.67 Subtotal $1,057.67 Overhead at 5% $0.00 Profit at 5% $0.00 Management at 5% $1,874,00$21„034160'' Taxes $0.00 CHANGE ORDER GRAND TOTAL $43,219,13 $dg &4—zr All material is guaranteed to be as specified and the above work to be performed in accordance with the manufacturer's specifications and completed in a substantial workmanlike manner for the sum of PPR(WED „°° Forty-Three Thousand, Three Hundred Sixty-Four. 77/100-----------------------Dollars $43 364.:7°7C O UNT, 4 , 1. .1. Payment in full upon completion. Excludes Permit/Engineering Fees. Any alteration or deviation from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents,or delays beyond our control. Owner to carry fire,tornado and other necessary insurance upon above work. Workers Compensation and General Liability insurance on above work will be taken out by SEA TECH,INC. Note-This proposal may be withdrawn by us if not accepted within 30 days. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the specified work. Payment will be made as outlined above. Signature Date III: lm6IIL,l(. III m(. iin c IIIC LflIbiiiin : flI m�. 5% III iii�m : �. iii ��. iii�m� .N.,�. . ttadII m�. (. III' iir III..i� � .t sIII ioWingiiriir ca II C Lfl a Iibiin Page 2 of 18 430 K Christopher Clean LLC 3029 North Roosevelt Boulevard 1 48 1 Key West, Florida 33040 305 230 7385 1 info@kcclean-cares.com I www.kcclean-cares.com C'claw RECIPIENT: Sea Tech of the Florida Keys W Y IIIIIIIII�III IIIIIIIIIIIII IIIIIIIII��(IIIII IIIIIII IIII�IIII�II�IIII IIIIIII IIIII 131 Palomino Horse Trl Sent on Dec 08, 2024 � � Ulllllul�l IIII,��IIIIII U�IIIII @V�II@ Big Pine Key,FL 33043 IIIIIIIIIIIIIII�IIIIIIIIIIIII�IIIIIIIIIII Illlmlllllllllllllllll�ll�ii�lllllllllllllllllllll III IIIII(III SERVICE ADDRESS: Florida Department of Heath in Monroe County(Gato building) 1100 Simonton Street Key West, Florida 33040 (IIIIIIIIIII �@V�1, �I IIIIIIIIIIIII III III „ uu � ulllll��l�l�llll uulllll�ul1llllu10IIIIIIIIIII lul�lunuul�IIIIIII luuul�Illllu�lilll�l�lllllll III III �� uuuuu uuuulluuuul uuu�Ill�llll�ni��llll a uuu�ul lu �� IIIBIPillll III �illlillllillll III�IIIIIIIIIIIII Il ull �� it u�llll�llll�llli�llll Post Construction Cleaning To include: -Cleaning of 50 rooms of similar sizes. -1 x large lobby area. -Corridors The surface area is based on specific areas marked on the floor plans given at the time of viewing. Client notified of potential lead particles found in the building. KC Clean will take all care and attention to use the relevant PPE, cleaning products, and water to effectively remove any surface particles. Client recomendation:Air filtration to remove any airborne particles. Areas of attention: -Walls -Blinds -Windows (Both sides of all internal windows, as well as the interior of all outer/perimeter windows) -High ducting, AC, and pipe work All high cleaning will involve using ladders and extension poles. Additional general cleaning of floors and surfaces will be completed. 1 of 2 pages 431 K Christopher Clean LLC 3029 North Roosevelt Boulevard 1 48 1 Key West, Florida 33040 305 230 7385 info@kcclean-cares.com I www.kcclean-cares.com C'claw @I IIIIIIIIIIIII III � III IIII I IIII IIII II III IIII IIII IIp(III II III IIII II IIII(IIII III II Il ii II I III I II I IIIIIIII uuII�� IIIIIIII�� IIIIIIIII�III�IIIIII�IIIIIII Il�lnlll�IIII IIII III��IIIIIII I IIIIIIII�� IIIIIIIII�IIII�IIIIIIII�1�111�111�II1 IIII IIII �� I 1 I U �� UUUUUUUIUUU�UU�UUUUUUUUUUUI Charges The rate includes all materials, products and labor. The cost is based on 8 a.m.to 4:30 p.m.Any overrunning of this time will be covered by KC Clean, guaranteeing that no additional labor fees will be added to this cost.Any unforeseen or hidden obstacles, other than those disclosed and observed at the time of the viewing, may result in extra fees.This will be discussed with the client at the time found. Phase1 1 9.1550 Phase 11 1 570 Phase 111 1 1.,710 Phase IV 1 6.,666 Phase V 1 2.,660 Phase VI 1 2,280 Phase V II 1 956 Phase VIII 1 360 Phase IX 1 760 Phase X 1 1.1900 Phase XI 1 3.,236 Phase XII 1 1.,520 Phase XIII 1 3.,996 Phase XIV 1 1.,900 Subtotal $37,480.00 This quote is valid for 30 days, after which vallues may be subject to Sales Tax 7.5%, $2,811.00 change. Total $40„291.00 2 of 2 pageE 432 U) o E a� N Q � x Z - C: w +� p o U c� a '+� O i U) � o. co U co Q � o N Z3 i a- U U 0 � O U, E ° 0 o Cal L a c� 0 Z Q Q 'p l u� A / ' i w m r } -x 14 w • w lilx . .I II� ca 1�I III II I' I II I 1, �„ ��r�� 433 U) o E a� C: D Q � ° x Z - C: w +� ° o U c� a '+� ° i U) a)o. CIOU CIOQ � ° N Z3 i O0 C: �, E ° ° o Cal w 0 Z Q Q ca r• I / 1 f I w II � w rrll� � � y� .a 434 U) o E a� N Q � x Z - C: w +� p o U c� a '+� O i U) � o. co U co Q � o N Z3 i a- U U O0 � � �, E ° 0 w oca Cal L a Cl) 0 Z Q Q ca r• �. Mill I w w II , w , � G i ,� I��. 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II �� w M.! r 446 MONROE CouNTY/ENGIMERING/ PRojEcT MANAGEmENT CONTRACT CHANGE ORDER PROJECT TITLE: Big Pine Community Park Amphitheater CHANGE ORDER NO: 02 INITIATION DATE: 0811212024 CONTRACT DATE- 03/20/2024 TO CONTRACTOR: Pedro Falcon Contractors, Inc. 31160 Avene C Big Pine Key, FL 33040 The Contract is changed as follows: The original (Guaranteed Maximum Price). .................. $ 186,393.00 Net change by previously authorized Change Orders-. ......... . . ............. $ 16,386.21 The (Contract Sum} (Guaranteed Maximum Price) prior to this Change order was....... $ 202,779.21 The(Contract Sum) (Guaranteed Maximum Price)will be (increased) (decreased) (unchanged) by this Change Order................... $ 7,164.81 The new (Contract Sum)_(Guaranteed Maximum Price) including this Change Order is. $209,944.02 The Contract Time will be(increased) (decreased)(unchanged) by........................... 30 days The date of Substantial Completion as of the date of this Change Order is ................. 12/25/2024 Detailed description of change order and justification: The Sig Pine Coon ounitZ Park Amphitheater was on mall bid as a desLqnlbuild Proiect with minimal drawingMspecifications included in the RFP documents. Upon construction commencement, it was discovered that the on final location of the concrete slab"a e required ayLustment due to undemroun utilitE conflicts. County staff also desired to have the stage enlarged slihtly. Change order is 3.8% of on final contract price. Not valid until signed by Owner, Architect if anplicable),and Cont actor ARCHITECT: N/A N/A Date 100 CONTRACTOR: 4P a,) 4- Fvecrr-o Falcon contractors, Inc. Date Digital I y signed by Cary Vick Cary Vick Date:2024.08.13 09:19:06 DEPARTMENT DIRECTOR: -04'00' Cary Vick Date Interim Project Management Director ,-, / W, , Digitally signed by Kevin G. :41 Wilson,P.E. ACTING COUNTY ADMINISTRATOR: Date 2024.08.27 08 23 23-04'00' Kevin Wilson Date 447 Change Order Affachment per Ordinance No. 005-2023 * Change Order was not included in the original contract specifications. Yes M No ❑ If Yes, explanation: This change order includes additional work, materials, and labor for the adjusted location and enlargement of the concrete stage. * Change Order was included in the original specifications. Yes❑ No M If Yes, explanation of increase in price: * Change Order exceeds$100,000 or 5%of contract price (whichever is greater). Yes❑ No Z If Yes, explanation as to why it is not subject for a calling for bids: * Project architect approves the change order. Yes❑ No Z If no, explanation of why: N/A—no architect on file * Change Order is correcting an error or omission in design document. Yes❑ o 0 Should a claim under the applicable professional liability policy be made? Yes❑ No Z Explain: 448 CHANGE ORDER SPREADSHEET P'CO d:2 Cuasnra brrvurl4d.�tarWm atKarod4rMMwIdkrrvaMrmq„ pawdNrkNrvda,smauadoaxaaeC '„.� 6kk a E musd� reSwfir- m ar S � r3�W7507.424'.waaamllr °h6 1.d�dlar ,hed ADDITIONAL WORK CALCULATED MARKUPS a rPwNumfi uaaath Imaaarmtagpdn¢cw��ArmrrnmrA�gxm b?p410 Num ciw10^upmwad ulaiOreS atliM4MIIdASP Q,',�na t5'Cf'ASnp 7.2,4� SCY'S#.'aba'a�ap�ewr�aa�uaNF�X�m+u'nS mvmr�Pwmwu��afaN uwm tl4m!&snalYll,re+�ktl ppwxeunae4 rJ orwnu'kiNr � �"Y�Y„7o�6.: ITIEM,rVb"S oovt ioN u0m Q" UNIT PRICE RICE Stfiffr drA145� .,b �1,s%0vSRNk.4o SSS PRS rw— TCBY—13 $'d7.ou $CI.Pi6f LABOR E4$UMM UT MAI'EltnA S Ucna fa,F ur,d.h- .$552,00 $2so.09 $40i2vo $15:75 $802,00 Haul off Foundation SWN $250.W. *r;,l`o.co S15.7's $25Q.@C8 Form Work .$289.90 :FW.00 f};f4v.AQ $4.50 $3145 80 Farman Inbor .$%. 3,6 0 053.6u 6:oncvmtn at Slab $x,a5v.2az S1o25m.om $53,75 $2,409 do RelnforcinS at 56ab $n5m.tus $24000 434,0S $isnar $434nci flexlSn IneaaPiAa&ion $276.00 lrx"476.01 $276.6M5000 SwbWNI S,Sxepa z.:.,; r'�SI,, ;,„-;; "rS -� ,,,„ .;, ,r: ;,.,, SUBCONTRACTED WORK IYEM 997"0N 0.8om QTV UNITPAKI',, S.PBU11Ad',t) fr ,.�y?/fdlfy S'M MAldAaF.MiFMfA"' TOTALS DJ Ign Adel tion Each 1. asmob $siH7 fNJ £sPAI,v I C.-I.Punwp Each x. .tr81 $40l:w SIM Ix", Subt.,t.{ $^,rpeID.C1A ","ad4$.1NW $74„.Ap OMME ORDER StUR'F¢eF9kY. I'YEM DOCRIPPION 'fO.D'1'd1P,91 P&Pmnd SrubxmrmW ,fwaPd Sub&Deal 5t,1Em.�t Gau,head d..'i% $2T5.73 Praftlt at 5% $275.73 Nda.naS mcnt mt'i'�. r4$,00 CHANGF UfROER GRANDTUTAI. 449 " / CONTRACIA PEDRO FALCON �� ,. ...µ 31160 Avenin C,Big Plline II Key, IIFL: 3 -4516 Request for Change Order Revised 30 July 2024 Project: r Description:Added Contract Building and Ram ' Pedro Falcon Contractors—ADDS Design1 . ,........ ........ .. ..... .......... ......... .............................. 27 Excavate Foundations Materials.. ........ ....,. ...... .................. ..... ............... 25 Excavate0.00 s ............................................................... 2. Spoils00 Haul Off Materials..................®.......................®.............®®............................. Fonnwo r ........................................................®..........................®............. Formwork r............................................®.......®®.®®....................®.......................® Concrete t Slab Materials...................................®................®.......®®....................®.$1,250.00 Concrete at Slab Labor 24 @ ® .....................................................®.®.............$1,159.20 Reinforcing s.............................. ...®®...®......®.®..............................®®®$240-00 Re ................®®®...........................................®®®®®® Direct Supervision .] ......®........................®.......................®®............®......® SUBTOTAL ®....................................................................................... Design Team Added ® ........................................................................... ConeretePump ................................................................................... ®................................................................................ .............................8. 8......a............................................... ManagementFee .................................................................................... Sales Tax ............................................................................................... Page 1 of 2 Inditstrial.,Comenercial.,Ins idi l m,Residential-Utility stablish d 1984 450 SUBT07AL TOTAL COST 164-81 ................................................................® 7, Extension o Three Calendar Total Requestfor Change ........................................ �164.81 Respeethi'lly Submitted, Ken Bygler Project Manager Page 2 of 451 J� //�/�/////%%fir%%%r�� ■ ■ ■ ljjjjjjjjjjjj / % //US" ��/��iiri./� %,/%%//////�., //,% ,,,�,�/%i,��i/��r„i�%/�%/�,///��,//,,///<,✓, ,,,, ,,,,u,.,,,,,,, , ,,:; , ,,, i„ i //iii,,,,,/,,.,/,l , r,.,,,/%/,,, //,//, //�//��r,,,,///icy/ %��,�. l j 9 1 • � � � /, 1 11 r,,� / .../ „. ii rr r � / RfEM1ENT �M /...........��%�/��/"��//%/ ,I ME, I MY11111 �'c, ✓ / E/.. i c / ,/ / W, AUTHORIZED DATE OF 1 "CLIENT SIGNATURE ACCEPTANCE ,»fu�n 0 CIII B IIR EkI III o),OWN o000000000000000o u000ppppp000iouou°i I f (I ICI� I IIIIIIIIIIIIIIII I IIII IIIIIIIIIIIIIIIIIIIIIIIII I I QI ICI IIII iiiiuii000uo uuu000000pouopgpipri p v 2 Hrs Design Investegation $138.00 $276 00 69.00 L $552.00 5 CYDS Excavate Foundations Materials $50.00 $250.00 ® ( concrete at slab labor 24 48.30 $1,159.20 _ �. . 5 CYDS Haul Off Spoils Mate rals $2 00 $60.00 Direct su�ervision� 4 $48 50 $194.00 P50-w terials �,.... ,,.e .. 50.00 f 1 250.00 Form Work 6 48.30 2 .80 5 CYDS....., Concrete at ��111 11 1111- �� „m_„. en 89 Form WoSlabaMate _ Its $2 r_.. $ p 16 $62 10 $993 � t m....� m.,._ ...._ . z. $ so 1, 1 Each®j Reinforcing at Slab Material $240 00 $240 00 _ . . 1 .� ® m _ �� . _ _ _. _. .. ..... �_ 1. _ II i f $3,188 60 _a �o r r Added Design Scope $500.00 Concrete Pump $400.00 �,,._ _._ --- �ee . .. ..... . .. ....�_ Management Fee $45 00 Overhead @ 5% $275.73 . . Profit @ 5% $275 73 ..1 (f Iii�� 1�� t r (((fffffflOD '1%°�/Ul'IGiIJJJJIIIi I'1fIfV ��11 � �� I 1 1�' � �rrrrrr�;'<�� YI� VI(I�� Y��IIr11 �� 11��UlUJI�G'J�� 11a11� � � �Ull�l�11�11VI1� lI�iII�1k1i1��IriV� $2326.00 , �$1,496.46 $2,326.00 $3,188.60 $1,496.46 $7,011.06 1 �u $163 75 $7,164 81 va m u i i tltl 453