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HomeMy WebLinkAbout2nd Change Order 12/02/2024 G BOARD OF COUNTY COMMISSIONERS County of MonroeMayor James K. Scholl,District 3 e FloridaKeys i Mayor Pro Tem Michelle Lincoln,District 2 y g Craig Cates,District I David Rice,District 4 Holly Merrill Raschein,District 5 Memorandum DATE: 11/21/2024 TO: BOCC Digitally signed by Kevin w �l G.Wilson,P.E. FROM: Kevin G. Wilson, P.E., Assistant County Administrator ` ' 08:3 46-05' 0' 08:38:46-OS'00' Christine Digitally signed by THRU: Christine Hurley, County Administrator Christine Hurley H u rl e Date:2024.11.25 Y 17:32:17-05'00' SUBJECT: Proposed Change Order to be Approved Attached is proposed Change Order Memo#2 Twin Lakes Flood Mitigation project. This change order decreases the final contract sum by$1,359,605.00. The substantial completion date is unchanged. Monroe County Ordinance 027-1998 and subsequent amendments provide authority for the Administrator to approve change orders within specified limits after providing Board of County Commissioners with at least 24 hours to review them and pose any questions or objections that they may have. It is the Administrator's intent to approve the attached change order under that authority after the 24- hour BOCC notification time. CONTRACT CHANGE ORDER IPROJECT'TII'TILIEn Twin takes Flood IMitigation IProject CHANGE GIRDER ING„ INITIATION (DATE,. 10/1612 TO CONTRACTOR: IFerrelira Construction Co.. (Inc. CONTRACT DATE-. 5/1512 The Contract is revised as follows J _ — _ _.._ Total) orn onaU combined (Monroe Count and IFI A contract $2°1,734,258, 71 Not than b revnouusi auatlhoruzed Charnt.e Order I MC items $171„600 00 — _ _ . ., Reviised Contract including Change Order-� 21 905,656 71 ........... e a ..... TotaIIIROrder? U KAA., eves deduction to contract 1,359,605.00) l._- ed Contiract Suite Including thus Chang�Grader 015 253 71_.. (Pursuant to contract article 7.2.2, the cost or credit to the owner resuiting from a change in the Work shallll Ibe determined in one or moire of the following irrnethods° 7.2.2.1 irrnutual acceptance of Iuinnlp sum properly itemized and supported by sufficient substantiating data to Ipernift. evaluation. ' manner agreed up bi Legd_to„1Yo�n. 7.2.2.3 cost to be determined � a manpes stated in the ner Documents or by su�the parties and a._mwe�y 9 a mutually acceptable fixed or percentage tee. A)After bids were received, the Florida (Keys Aqueduct Authority (F ) decided to sellf-perform much of the water main work on Adarns li3rive. The specified FIKAA work area being deducted from this contract its Adams (Drive frow approx. sta. 10+00 to approx. sta. 27+20. Per subarticle 7.2.2.2„ this change order no. 2 ireseuuits 'iin the unit quantity adjustments shown on (Page 3. IS) in support of items A, this change order no. 2 incorporates the attached FKAA Revision No., 2 (sheet nos. O-4, O-2, C-1 to C-5, and ID-1 to D--5) into the contract. C) Oriiginai FKAA bid items sure prior to this Change Order was $2,826,300.00 and this Change Order decreases the IFKAA bid 'iteirns to$1,466,695.00 as described on IPage 3. Contractor agrees to accept the decrease in monetary coinropernsation and Iheireby waives and ireieases any and alI ciairros for any additional compensation related to these bid items. The project commencement was July 15„ 2024. 'This Chainge Order No. 2 is a net„mdeduction and represents (6.256)% of the oriiginall contract price. 'The 1"KkA, Engineer of RecW,d,,- FOR (WSIP USA, lnc) and the Construction (Engineering and Inspection Services - CEII (IHDR Construction CoirtiroV orp co' ur with [.his chainge order. INot vapid uintiill a °irov � � EAA f'pf allricable' and Contractor CONTRACTOR _ �: _ ��_ .. .m.. �.. �� Q Date Judith Clarke P E Digitallysigned by Judith Clarke PE ENGINEERING SERVICES DIRECTOR Date 202411.19135647 05'00 ...................._ _ .. . __ .._ .__ _m..., Digitally signed by Christine Date Christine Hurley y COUNTY ADMINISTRATOR, D _ oa o5roo� ....... _ Date 202a 12 02 08 2.8:04......_ Date Approval by: Marnie Walterson DlgMly signed by Mamie Wahe,eo Dates 2024.11 1511:30.06-05'00' David Hackworth, Director of Engineering Date "' UASTOFO Y ' ONRO V.OEUNTY ATT erin E 9... . � 9 q� PPR , CHRISTTNE LIMBERT•BARROWS ASSISTANT COUNTY ATTORNEY DATE. 11/15/24 Change Order Attachment per Ordinance No. 004-1999 • Change Order was not included in the original contract specifications. Yes ® 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 ❑ No If yes, explanation of increase in price: • Change Order exceeds$25,000 or 5% of contract price (whichever is greater). Yes ❑ No If yes, explanation as to why it is not subject for a calling for bids: Change Order 2 is net deductive change. • Project engineer/architect approves the change order. Yes ® No ❑ If No, explanation of why: • Change Order is correcting an error or omission in design document. Yes ❑No Should a claim under the applicable professional liability policy be made? Yes ❑ No Explain: Change Order No.02 Page 2 Ctlanipe 0rde No.2.Florida Keys A,,M duct AadhIIA FKAAA�S pr bo ba performed by awa d d M t r follows: ,,,,,,,,—. .. ._........ .... _ _ , Additional Revised DeducHohs Quantities Th Change Nei$Change This This Chenge Revised Colt E 11 le Thls Bid Hem M U i tl _ ,Sy�uc R f Dce Qu t y.U M OdUl I B tl UnH Pn O qA-1 Bid Colt E timato Order,,, Ch p OrderOrder Revised, Il Ode 1 FKAA1 G IR 1 11 00 1 LS >: 50,99009 $ 5000000 0 7 1 $ 60000.00 eofT ,„ ,,,,_. „», M 1 I , ,,,,,,,,,,,,,, $ 132.900.00 J 0,, 1 f '132 000 OD obi zei an 1 18 00 1 LS S ,.. S ,®„ M b l t S D 172,0 2 FKAA 2 Uhl' h 1 Drown Q ""'" ,,,,,,, { f 1 78 3 1 LS f.. 8100000 3 FKAA3 Maime JRocord ffc ,91 55 26 1 LS m � 1 tyrs � .� S ,,,,,,,,, 9100000 „ p � 1 ,S ,,,,,,,9109U 991 iio- 4,,,, FKAA 4 4 ch DR 16 CA00 WC Pfy 33 OS 31 1E D60 LF S 40000 5 „ 424000 00 lfi�J 677.4� Y.�1 ,bh S yIN�QJ OCJ` 390„ f_,,,,,,,, _ 159900.00,., 5 FKAA 6 6+nch DR 18 G900 WC Plp 33 OS 31 16 140 LF S " 460 00 3 427 600 00 F70501 60 5 27 B00.00� 6 FKAA 6[rrBa h DR 18 C 900 PVC P I. ,. 33 05IT 31.16 60 LF S ,,,,, „, ,,,,,,, 1 23240000,,, ,,,, JJJ III •m 7 FKAA7"Oanch Schedule BOS bI M 6teelP:a^ 4¢,0523A1 „ 280 LF 5,,,,, ,,,, 830 5 _ 0 ,d,,, 200 f 231400100 90 „FKAA9 h Gate Gate Valve SDux-MJa FL,G 33 OS 31 16 1 EA pf B500.00 S 16000��� 11� rIV 14 In Nf 41f!„ 0 1"$ f 053118 1 EA 'L. 43000)1, fi... 300000 -{Il ^, 111 I 0 2 13 FKAA 12"84 h 2Come 1/2 ACC 40 05 00 01 2 EA f 1 900.00 4 3 000 00 11 FI(AA 11 A 0 OS 00 01 1 EA -f 1700,00 S 1 T00 00 0 1 f 1 JOD 00 0, _ _ z b 3ag900.. FKAA.16..s h 45 8 d d m. 40 OS R 01 2 EA�f 1�•00 6 3�000AO°� ip l �,7 lA Bt41tFu @2 0., �$ 16 FKAA 12 a h R 1 tl _ ... .,. _ — 0 ,�, _0 S FKAA 15 4a h 45 Bend 40 OS 00 Ot 5 EA f 1 200.00 S 3,200 00,{ f V V„ 1� RCAP.14 Sa h22112 tl 40050001 0 EA S 1500.00 00 0 _ ti E 6000 16 .+ n 0 z f 3N100o 17 FKAA 17 8a h 45°Bane .. . 40 05 00 01 4 EA S _ 1 800 00 7,200.00 0,,,,,, 4 p 1 7 200 90,,. 4,000.00 28.. FKAA 1,9 8 h 96 B , ... ,,,,,,,,, 60 OS 0001 ,,,,„__01 F! S ,,, ,,,.,.,, j 5� S ,,,,,,,.,, 1 500A 0„ 1 tl ,,,,,,,0. .kA ,,,, ,,, 1 500.00.. 20 F ZO 84nch 4 ch R d�r 40 OS 0001 2 EA f A>„ 140000 0 P!1C+b @I ; ;fi ...., 000... 19" _OS 0001 1 EA f , .. 22 FKAA 22 I8 h 6 chR d ,,,,,,,,,,,,,—_—_— ...4p.,05 0001 1 EA E,,, 27000„0, w.......,_....,.,..27 OO, 0 .„......._ 1 .w,S „270000... 5 FKAA 25 112 hCBa hTe ..., ..0 OS 0001 t EA ......,_,..., 6 00 _............. 88000 ; 'i..P tipYd 4W.4 'Q f 13W.OR., FKAA 23 6 h 4 h T 40 40 24n. F 26 4 tll .P .m 40LQ�01 .,�. 1 r 0.� S „e§�fgP. 1..a �ig7uE ( 1�..Q.°o 27 FFKAA 27 e h SS Betd WLO WLD 40052901 281 EA S 789000 S 50490.00 0 18, S 50400.00 28 KAA 28 6 ch SS Com Cou 400SS Flan'l „OS'00.01 131 EA E� 250000�$ 32.500,60I U f 113 $ 325gg 007 29 i FKA0.29'i8 I.re, J'ny. 00.1 31,E ,,,,,,, l „�. 1 05 0001 1 EA gam. 10,000.00 P 1000000 0 1 =5 10�00000 et toE sun& hW trm, .. I 4b 050001 I7,�n EA�$, „11000.00�$ ,167�000.00,� 0 -1 "„17 inoD000, 70 FKM 30 Co t t E t Fiona s1 c <9_ ... i FKAA 32 R tl Re ... _, 6a os ooD1 i a. s ,,,,, mgoogD s 2000D� 0 �,,,, I 1�, s zogg9o0� r - �L 33' G FKnn 33 Fin wn,l Mt..,$9„ssA a Na is As biti„,,,.. aD os mD1 1_ `�.>t ,r7Jwago ag 5 .�.....2R°.9D f t� ..,W, ..Erin o9D oo o.... ,... _ '.:_.....� 32.. ......... 34795fi FKAA 34 TTp�)k O9E CC uawt m SSeo ry CCao nnacLb on ,_..,,,,,,,,�„4400,0O5S 0W00 0011 . 3627 EfR P,74IF W.^ 58 500000 0QO0 qSf 20303 500000 0000., �iU2Sk„ �/;LS �1y348 0000 0N� 10 f 20- e..Y.,... � _ 190O0fJ90FNA FKAA 3 b M..,0(Fi0u__ 4 asrll z bra '"._ as000:oo�ii.... 9gagoo"o..,� ?.,,, lay,EOgogi .,....�_._ 3 4s�W� a 37_ Fwu a7 J'F�anad,n�aem „e 6_�., C,,;; 1 E R.. m. 39 FKAA 39 3-8 R I of 31 OS OS ,, 60,LF f,•_ 1D0 00 ,,,,,,,, 6 000 00 bl 31 40.. FKAA 41 Iof 24�hG 1�V Ileand Rh 1 ...._.31 OS 0 EA pp S ,,,,,,,,, 320000 „,,,, 33 �... .�. 80 � 33?... Td .. 28� v FKAA 03 t'� Real of 84 bwo%Gat, V l nd� 31 O5 ?._EA'S ,. 4 50,00 "J m, 8 000 00 ._ m,.... � .9 cH G t V end Ba 31 OS OS 1 EA 7 d SOD 99 5 4 500 00 0 ._ 1 4 „ 4.500.00 00. 94.. R e _ 000 b ... 450000� 4 ..... ,, ,,,,, S ,,,,,,,,. 45D,_...._ ,.,®,. 60 nation ••'46 FKAA IG YPI�g�owreT nh Re fast mRoad aq wli"Mt�Aaf _320129 •• ...224.0. LF $ ._ •••••• 17990 f „... YS _ �444775.00 i:I Cus48„ „FKAA 481R t dWatermen Tn nRh Reslo 1 _.... 31,OO.OD ..... 105 LF 1fasloaafi- .�. .,, 13500 f 14017500._� .225J X2475000f „_ 105,� -„ ,,,,•1<175.00,' ... ... _ rr ®p ,. yy 2]880000 rr 13 S ®, T ,,,,, 00._ L 6MhM,1T,A.l )•.II,.,;'RMN°_ L °4 41 ..,_.4..... C ..,......,. k. .,, .,,. J fX13 u]V i 60000T . m rv�dT ae h Ra,r, 4 f - h ! e^riryl, 17 EA f 18400„i .. 200 4, N ,,. �ro„m.,,.., FCC Original Bid Total f 2,626,300.00 Additionsflooducllons Total: S (1,359,605.00) FCC Revised Total: $ 1,466,695.00 FLORIDA KEYS AQUEDUCT AUTHORITY TWIN LAKES SUBDIVISION DISTRIBUTION SYSTEM UPGRADE j; W �r Shaw Drive, Crane Street 4Adams D BOARD OF DIRECTORS Key Largo r u'a J.Robert Deanrr° ��_: CHAIRMAN � y�y Richard J.Toppino VICE-CHAIRMAN PROJECT LOCATION Antoinette H.Appell SECRETARYFREASURER riP um„r 4ur.A pppdr,r �p�t!Fi'� Nicholas Hulick � "'a"" .......... .........................`....r". t Cara Higgins Gregory W.Veliz TATE OF Executive Director T �"+`� F�h to �,,•�. REVISIONS APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE R,N 1100 KENNEDY DRIVE TWIN LAKES 6309J DISTRIBUTION SYSTEM UPGRADE R Ns KEY WEST, FLORIDA KEY LARGO TEE 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 G1 NOTES,INDEX AND LEGEND B. THE CONTRACTOR SHALL NOTIFY THE FKAA CONTRACT OFFICE 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY SHEET G2 TABULATION OF QUANTITIESQ BE PROVIDED. INSPECTIONS WILL BE MADE BETWEEN 8.00 A.M.AND 5.00 P.M. MONDAY THROUGH FRIDAY EXCLUDING LEGAL SHEET Cl SHAW DRIVE,STA HOLIDAYS.WHEN INSPECTORS ARE REQUIRED AT OTHER TIMES,THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED BY THE FKAA FOR SUCH INSPECTIONS. SHEET C2 SHAW DRIVE,STTAA C. THE CONTRACTOR SHALL NOT INTERRUPT WATER SERVICE TO CUSTOMERS WHILE MAKING CONNECTIONS TO EXISTING WATER SHEET C3 CRANE ST MAINS UNLESS AUTHORI2FD 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 D1 CONFLICT PROFILES 1-0 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 112 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 4XXX ADDRESS ALTERNATE ROUTE.SIGNS AND MARKINGS SHALL BE PROVIDED IN DESIGN STANDARDS.(TOPIC#525-010-0033).CONTRACTOR SHALL SUBMIT TO THE FKAA A MAINTENANCE OF TRAFFIC(M.O.T.)PLAN THAT SHOWS THE SCHEME(S)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 PROPOSED REDUCER EXISTING WATER MAIN NEEDED.ALL FLAG PERSON OPERATIONS WILL BE IN STRICT COMPLIANCE WITH F.D.D.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 CONTRACTOR SHALL SUBMIT A BAR CHART SCHEDULE OF CONSTRUCTION ACTIVITIES INDICATING ALL ITEMS OF WORK, PROPERTY LINE COMMENCEMENT AND COMPLETION DATES.THE SCHEDULE WALL BE SUBMITTED FIVE(5)WORKING DAYS PRIOR TO THE ........................................ � EXISTING WATER METER LOCATION PRE-CONSTRUCTION MEETING WITH FKAA. LOT LINES L. WATER MAINS CROSSING SEWERS SHALL BE LAID TO PROVIDE A MINIMUM VERTIC 4L DISTANCE OF 18 INCHES BETWEEN THE PROPCBED WATER MAIN ® TYPE OF SERVICE 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 INJECTION WELL(BYOTHERS) THE WATER MAIN SO THAT THE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE SNOT LESS THAN 10 FEET)FROM THE SEWER. M. INSTALL WATER MAINS WITH A MINIMUM 30 INCHES OF COVER IN NON-PAVED AREAS AND 36"IN PAVED F.D.O.T.R.O.W..IF IT BECOMES NECESSARY TO INSTALL 4 WATER MAIN WITH LESS THAN 24 INCHES OF COVER.THE WATER MAIN SHALL BE CONSTRUCTED OF CLASS 350 DUCTILE IRON PIPE PER AWWA 0151.NEVER INSTALL A WATER MAIN WITH LESS THAN 20 INCHES OF ABBREVIATIONS COVER UNLESS EXPLICITLY SPECIFIED IN THE DRAWINGS. FOG FLANGE N. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED SEWER.THE DISTANCE SHALL FUT. FUTURE BE MEASURED EDGE TO EDGE.IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FOOT SEPARATION,THE WATER MAIN �y 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 'yy.Ihy7L TRENCH OR AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AT SUCH AN ELEVATION THAT THE BOTTOM MJ MECHANICAL JOINT ' `N OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. PVC POLYVINYL CHLORIDE PIPE O. ROADWAY RESTORATION QUANTITIES REFLECT RESTORATION REQUIRED AS A DIRECT RESULT OF THE PROPOSED WORK AND SAN. SANITARY :; ... NOT RESTORATIONQ:y%REQUIRED DUE TO THE CONTRACTOR'S NEGLIGENCE. � P. ALL WORK MUST CONFORM TO FKAA MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS.LATEST REVISION. SS STAINLESS STEEL PIPE ` EMAINR RMWATER FOC Q. LOTS NOTED REQUIRE INSTALLATION OF 5/8"T-10 METER WITH DOUBLE CHECK VALVE ASSEMBLY PER FKAA DETAIL 412. SWFM STO SWIM STORMWATER MAIN ENVIRONMENTAL NOTES: WLD WELD STATE Cxl 1 ENSURE APPROPRIATE EROSION CONTROL DEVICES ARE IN PLACE BEFORE WORK BEGINS AND ARE USED THROUGHOUT THE WM WATERMAIN 2. NO CONTAMINATION ISSUES ARE EXPECTED GIVEN THE SCOPE OF THE PROJECT. + pjryW REVISIONS °ge° APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLETL 1100 KENNEDY DRIVE TWIN LAKES ENCIN" ' ea $�o' DISTRIBUTION SYSTEM UPGRADE KEY WEST, FLORIDA KEY IA _1 G'1'"" GPERATIDNS FKAA Project k2375-22-Twin Lakes Distribution System Upgrade-Shaw Drive,Crane Street&Atlams Drive,Key Largo Original Project Totals ReNsetl Project Totals Bitl Item k Description Quantity UOM C-1 C-2 C-3 C-4 CS TOTAL a C-1 C-2 CJ C-4 CS TOTAL 1.Water Mains In-Place FKAA4 4-inch DR-18 C-900 PVC Pipe 1,W0 LF 0 0 55 9]5 30 1060 0 0 80 0 30 110 FKAA 5 6-inch DR-18 C-90d PVG Pipe 1,140 LF 0 0 ]90 350 0 1140 0 0 390 0 0 390 FKAA 6 8-inch UR-18 C-900 PVG Pipe 60 LF 0 10 0 0 50 60 0 10 0 0 50 60 FKAA] 8-inch Schedule 805 Stainless Steel Pipe 280 LF 120 160 0 0 0 260 120 160 0 0 0 280 2.Gate Valves and Va Ives Boxes FKAA 6 6-inch Gate Vahe&Box 1 EA 0 0 1 0 0 1 0 0 0 0 0 0 FKAA 9 8-incM1 Gate Vale&Box-MJ x MJ 2 EA 0 0 0 0 2 2 0 0 0 0 2 2 FKAA 10 8-111M Gate Vahe&Box-MJ x FLU 1 EA 1 0 0 0 0 1 1 0 0 0 0 1 3.Ductile Iron Fittings FKAA 11 flinch Campresslan Caupling 1 EA 0 0 0 0 1 1 0 0 0 0 1 1 FKAA 12 8--inch Restrainetl Coupling 2 EA 0 2 0 0 0 2 0 2 0 0 0 2 FKAA 13 6-i h 22-1/2"Bend 2 EA 0 0 1 1 0 2 0 0 0 0 0 0 FKAA 14 8-i h 22-1/2"Bend 0 EA 0 0 0 0 0 0 0 0 0 0 0 0 FKAA 15 4-i h 45-Bentl 5 EA 0 0 1 0 4 5 0 0 1 0 4 5 FKAA 16 6-inch 45 Bend 2 EA 0 0 2 0 0 2 0 0 2 0 0 2 FKAA 17 8-inch45 Bend 4 EA 0 0 0 0 4 4 0 0 0 0 4 4 FKAA 18 4-inch 90 Bend 0 EA 0 0 0 0 0 0 0 0 0 0 0 0 FKAA 19 8-inch 900 Bend 2 EA 0 0 0 0 2 2 0 0 0 0 2 2 FKAA 20 6-inch x 4-inch Reducer 1 EA 0 0 0 1 0 1 0 0 0 0 0 0 FKAA 21 8-inch x 4-inch Reducer 1 EA 0 0 0 0 1 1 0 0 0 0 1 1 FKAA 22 8-incM1 x 6-inch Retlucer 1 EA 0 0 0 0 1 1 0 0 0 0 1 1 FKAA 23 6-incM1 x 4-incn Tee 1 EA 0 0 1 0 0 1 0 0 1 0 0 1 FKAA 20 8-inc,x 8-incn Tee 1 EA 0 0 0 0 1 1 0 0 0 0 1 1 FKAA 25 2inch Cep 1 EA 0 0 0 o 1 1 0 0 1 0 1 2 FKAA 26 4inch Cep 1 EA 0 0 0 0 1 1 0 0 1 0 1 2 d.Stainless Steel Fittings FKAA 2] 8-incM1-45"Bentl WLDxWLD 28 EA 12 16 0 0 0 28 12 16 0 0 0 28 FKAA 28 8-incM1 SS Flange 1 EA 1 0 0 0 0 1 1 0 0 0 0 1 FKAA 29 8-i—SS Compression Coupling 13 EA 5 8 0 0 0 13 5 1 8 1 0 0 0 13 5.Connection to Existing Watermains FKAA 30 Colt t to Existing flinch Walermain 1 EA 0 0 0 0 1 1 0 0 0 0 1 1 FKAA31 Conneco Existing einc h Watermain 15 EA 6 8 0 0 1 15 6 10 0 0 1 17 6.Hydrants FKAA 82 Remove and Replace Existing Fydrant&Aesemby 1 EA o 1 0 0 0 1 0 1 0 0 0 1 TOTAL APPROXIMATE PIPE LENGTHS: FKAA 33 New Hydrant&Assembly 1 EA O 0 0 1 0 1 0 0 0 0 0 0 - _ - ].Customer Sery a Con echo < __ TH FFKKA AA 30 Type"O"Cust omer omes Serdce Connection 3] EA 0 0 0 5 0 5 0 0 10 2] 0 3] 0 0 10 0 0 10 m x.� A��ppE�0. F�0.ixEPR�IE<i A 35 Type"E"Cust Serdce Connection 5 EA 0 0 0 0 0 0 -_ FKAA 36 5—Connection Relocation 2 EA 1 1 0 0 0 2 1 1 0 0 0 2 R_R Q 8.Flu shout Assembly FKAA 37 Flushout Assembly 2 EA 0 0 1 1 0 2 0 0 1 0 0 1 9.Demolition and Removal FKAA M Removal of2-inch Watetmain and Fittings 30 LF 0 0 0 0 30 30 0 0 15 0 30 45 FKAA 39 Removal of 4-incn Watertnain and Fittings 60 LF 0 0 0 0 60 60 0 0 80 0 60 140 'Fu01 tlt4 FKAA 40 Removal of 8,nch Waterman and FT[ngs 305 LF 120 1]0 0 0 15 305 120 170 0 0 15 305 � y,hIRLP, FKAA 41 Removal of2 nch Gate Value and Box 1 EA 0 0 0 0 1 1 0 0 0 0 1 1 FKAA 42 Removal of 4'nch Gate Value and Box 1 21 EA I01 0 0 0 2 2 0 0 1 0 2 3 FKAA 43 Removal of 8'nch Gate Value and Box 1 I EA 1 O 1 0 0 0 1 1 0 0 0 0 1 1 FKAA 44 Removal of Bl—ff Vahe Box 1 I EA 1 O 1 0 1 0 0 1 0 0 1 0 0 1 ' H0,gd1d5 E w 11 Temporary Supportand Restorat, FKAA 45 Pipetne Trench Resto t W IM1 Roatlway 2,235 LF 120 0 ]90 1325 0 2235 120 1]0 435 0 60 ]85 : !. FKAA 4fi Pipetne Trench Resto anon W IM1n Roatlway w/ASpM1alt 140 LF 0 0 140 0 0M 0 0 0 0 25 25 ' T FKAA 47 Customer Service Trench Restorat on 250 LF 25 5 0 220 0 25 5 0 0 0 30 STA I I OF FKAA 48 Remoretl Watemlan Trench Restorat on 105 LF 0 0 0 0 1050000105FKAA 49 Temporary Support and Trench Restorat on for Sanitary Sewer Laterals Mins 1] EA 0 1 5 10 1 0 1 2 0 1 FL REVISIONS a�1711T%1211 APPROVALS 11 FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 5 1wnDnN R 1100 KENNEDY DRIVE TWIN LAKES ENGINEERING B309] KEY WEST, FLORIDA DISTRIBUTION SYSTEM UPGRADE rum oRERAnoNS KEY LARGO G2 EXISTING SERVICE CONNECTION RELOCATION W/25 L.F.CUSTOMER SERVICE TRENCH C�! RESTORATION PER FKAA DETAIL#2b INSTALL CONFLICT AVOIDANCE SEE NOTE 9 STA 18+88_SEE PLAN VIEW DETAIL"J",SHEET D3 H INSTALL 8"GATE VALVE AND BOX-MJxFLG SEE PROFILE VIEW DETAIL"C",SHEET D1 FUT.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 x 17 1 1 9 12,2 3 C(] .: EXISTNG a WM II II ExlsnN _ _ _ _ _ RETIRED 2 WM ` G SA z TO REMAIN VACUUM SE JER #950 I. -64 #96fi 4968 #969 4970 INSTALL CONFLICT AVOIDANCE #974 #976 rTi STA 21+46.SHE PLAN VIEW DETAIL"J".SHEET D3 C..) SEE INSTALL 9 L IFLICT AVOIDANCE 30 DISC LI4IMED WITHIN ROIADELINE TRENCH PER FKAAREST IR RESTORATION STA 17+59'.S E PLAN VIEW DETAIL' ".SHEET D3 ROADV�AAY SEE PROFIL VIEW DETAIL"C..SHE T D1 11 VVI40 L.F.PIP LINE TRENCH REST ATION WITHIN ROADWAY PER FKAA DETAIL 41d 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. 3. VERIFY ALL CONFLICTS BETWEEN WATER AND SEWER TO ENSURE VERIFV SCALES ADEQUATE SEPARATION.SEE DETAIL ON SHEET D5. iF ri�r�NE a+cH on 1 4. CONTRACTOR TO COORDINATE WATER.SEWER AND ELECTRIC rws sHEeT.goJJST agne v CONFLICTS. 5. MAINTAIN A MINIMUM OF 5'HORIZONTAL OR VERTICAL CLEARANCE FROM V rFii�ll rl. ELECTRICAL CONDUITS. S. MAINTAIN MINIMUM 3'SEPARATION FROM STORM WATER STRUCTURES. N "+?7. ADHERE TO SEPARATION REQUIREMENTS SHOWN O DETAIL"LOCATION may_ OF PUBLIC WATER SYSTEM MAINS''SHEET D5. - 8. INSTALL MJxFLG GATE VALVE INTO EXISTING C-900 PIPELINE.INSTALL +. T'AAN ?. ..- DIELECTRIC INSULATING FLANGE GASKET KIT FOR CONNECTION BETWEEN VALVE AND PROPOSED SS WM. INSTALL RESTRAINT HARNESSES ONTO EXISTING PIPELINE AS REQUIRED PER FKAA DETAIL g ATE or 44. 9. RELOCATE THE EXISTING SERVICE CONNECTION FOR 962 SHAW DR TO +' THE EXISTING C500 PVC WATER MAIN TO REMAIN IN ACCORDANCE WITH MA'AM. 'rPogt_t Foa+ FKAA DETAIL 415. :loom. REVISIONS APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 23-22 1100 KENNEDY DRIVE TVNNLAKES TZ 7NEERIN DISTRIBUTION SYSTEM UPGRADE "" RF7 Ns KEY WEST, FLORIDA Shaw Drive,Key Largo cl NOTES 1. ALL WORK MUST CONFORM TO FKAA MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND FUT.DRAINAGE INSTALL CONFLICT AVOIDANCE E" SPECIFICATIONS,LATEST REVISION. EXISTING SAN. BY OTHERS STA 26+00'.SEE PLAN VIEW DETAIL"H SHEET D3 W 2. REMOVE ALL EMPTY METER BOXES AND VACUUM SEWER SEE PROFILE VIEW DETAIL"D".SHEET D1 x RETIRED VALVE BOXES. F FUT.ELECTRIC W/40 L.F.PIPELINE TRENCH RESTORATION 3. VERIFY ALL CONFLICTS BETWEEN WATER AND W EXISTING 8"WM DUCT BANK WITHIN ROADWAY PER FKAA DETAIL#1d SEWER TO ENSURE ADEQUATE SEPARATION. W TO REMAIN BY OTHERS 26 7 8 SEE DETAIL ON SHEET D5. --- .. ......... - r-i 4. CONTRACTOR TO COORDINATE WATER,SEWER AND SHAW DR [� 5. MAINTAIN A MINIMUM OF 5S HORIZONTAL OR RE OCATE EXISTING ......... ........., ....... _ ......_ _ r,,�. _ „�,.a _ v VERTICAL CLEARANCE FROM ELECTRICAL S. MAINTA N MINIMUM Z W/0 LF.CUSTOMER SER ICE TRENCH TION SEWER CONFLICT RETI ED 2 WM W 7 STORME TER STRUCTURES.RA SEPARATION FROM z SEPARATION REQUIREMENTS a RESTORATION PER FKAA ETAIL#2b SEE NOTES 3,4,i,12 SHOWN ON DETAIL''LOCATION OF PUBLIC SEE NOTE 94978 4960 #984 #986 #988 ra WATER SYSTEM MAINS''SHEET D5. U I INSTALL CONF ICT AVOIDANCE INSTALL CONFLICT VOIDANCE '�' 8. GUT OUT.4ND REMOVE 1E LF SECTION OF XI E- STA 26+00:SEE PLAN VIEW DE AIL"P,SHEET D3 STA 28+85 SEE PLAN VIEW DETAIL"",SHEET D3 U EXISTING 8-INCH CS00 CENTERED AT EXISTING SEE PROFILE VIEW DETAIL"".SHEET D2 [� HYDRANT TAPPING SLEEVE.REMOVE EXISTING EE PROFILE VIEW DET IL"E"SHEET D2 Q,' THRUST BLOCK AND HYDRANT ASSEMBLY. WI 0 L.F.PIPELINE TREN H RESTORATION W/40 L.P.PIPELINE TRENCH RESTORATION INSTALL 10 LF SECTION OF G500 PIPE AND TWO WITHIN ROADWAY PER FKAA DETAIL 41d I WITHIN ROADWAY PER FKAt DETAIL#1d (2)8-INCH MJ RESTRAINED COUPLINGS.INSTALL NEW HYDRANT ASSEMBLY PER FKAA STANDARD DETAIL 47. RELOCATE EXISTING SERVICE CONNECTION FOR 882 SHAW DR TO EXISTING 0-900 WAT A MA CON PACT R O S P O T A Y XIS NG E SEWER VAGUUTA AND GRAVITY PIPING WHEN W FUT.DRAINAGE EXPOSED IN ORDER TO MAINTAIN ALL SLOPE BY OTHERS U AND INVERT ELEVATIONS.PIPING MUST BE C/] EXISTING 8"WM TO REMAIN FUT.ELECTRIC DUCT BANK E" PROPERLY RE-BEDDED AND THE TRENCH [i] COMPACTED TO ENSURE THAT SETTLEMENT BY OTHERS [i] AND CHANGES IN SLOPE DO NOT OCCUR. rTi9 0 ...................-l.. ......3.......... 33 to E .......... .... .... ..... ...... ............. E°�mEERssEA� y SHAW DR ` ARLy° Z VACUUM SE W WER EXISTING SAN. R TIRED 2"WM // w'k 11c w. a Nnb.read§d5 #992 ( #s94 #g96 4998 x #1000 x s' +ka U INSTAL CONFLICT AVOIDANCE REPLACE EXISTING HYDRANT ASSEMBLY {{{( N � � STATE GI EE ti NE TRENCH S�A 31 /40 L.WF.ITHIN AIW E VI`Y PERCH RE TOTAIL#d SEE DETAIL'G",SHEET 2 HNO RC /AV PER FKAA DETAI 41d RESTORATION� VERIFY SCALES � ,. 0 1 P i �ueT REVISIONS JDfie I APPROVALS I FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE -INFLICTl a11- 'H�A; z E3�s]Z WI ENI,EER,, 1100 KENNEDY DRIVE TN LAKES �e9 - DISTRIBUTION SYSTEM UPGRADE KEY WEST, FLORIDA Shaw Drive,Key Largo C2A MATCH LINE D (SHEET C4) Nores 1. ALL WORK MUST CONFORM TO v #1012 FKAA MINIMUM DESIGN AND CONSTRUCTION!1 J/ i Q3f3:r5f3 STANDARDS AND SPECIFICATIONS, LATEST REVISION. RETIRED 2"WIA � .. / 2. REMOVE ALL EMPTY METER / BOXES AND RETIRED VALVE/ l ETIRED 2"WM BOXES. EXISTING 4"WM VERIFY ALL CONFLICTS BETWEEN WATER AND SEWER TO ENSURE TO REMAIN / ADEQUATE SEPARATION.SEE .. _ .... D FUT.DRAINAGE DETAIL ON SHEET D5. BY OTHERS 4. CONTRACTOR TO COORDINATE Q I WATER,SEWER AND ELECTRIC co�/ 7/ ( ! CONFLICTS. 41 DD7 �� //�: ( ...... ...5. MAINTAIN A MINIMUM OF 5 EWER CONFLICTS HORIZONTAL OR VERTICAL VERIFY SCALE 03f3fi'(h G.(l ,SEE NOTES 3,4,7,8 1 CLEARANCE FROM ELECTRICAL 0 TH15'HEE An f�1 �L/! / CONDUITS. oNDIN L RETIRED 4''W;r '�/� /", MAINTAIN MINIMUM S SEPARATION 5. RM (,( sample Poln[i15 STRUCTURES. Q /1, 7. ADHERE TO SEPARATION (/ REQUIREMENTS SHOWN ON I DETAIL LOCATION OF PUBLIC EXISTING SAN. -, WATER SYSTEM MAINS SHEET = VACUUM SEWER #INSTALL B"MJ 114 (/( (n C� l v/ f CONTRACTOR TO SUPPORT ANY Sample Point i73 t(( / EXISTING SEWER VACUUM AND RESTRAINTS AS REQUIRES GRAVITY PIPING WHEN EXPOSED PER FKAA DETAIL#4 SEE ENLARGED INTERSECTION PLAN LL FKAA FORCES TO PERFORM IN ORDERIN MAINTAIN A / FINAL TIE-IN TO EXISTIN G"TEE SLOPES AND INVERT ELEVATIONS SHEET C5 (rl PIPING MUST BE PROPERLY I RE-BEDDED AND THE TRENCH ' _INSTALL 55 L.F.4"PVC -g00 INSTALL 380 L.F.6"PVC C-900 INSTALL fi'X 4'TEE " I /'. .-- COMPACTED TO ENSURE THAT Sample Paint i!4 I WI55 LF.PIPELINE TR CH W/380 L.F.PIPELINE TRENCH RESTORATION N//RESTRAINTS AS REQUIRED SETTLEMENT AND CH.AN CHANGES IN PER RESTORATION WITHIN OADWAY WITHIN ROADWAY PER FKAA DETAIL#1d I SL PE O OT C UR. PER FKAA DETAIL#1d Sample Paint 42 INSTALL 121 fi'45'BENDS„ �/ INSTALL 4"45 BE W/RESTRAINTS AS REQUIREC; W/RESTRAINTS AS REQUIRED Eas E #1001 PER FKAA DETAIL t; PER FKAA DETAIL#4 My�A I.u¢alp / Sample Point#1 024016 I I INSTALL FLUSHOUT ASSEMBLY P"' ���`�1",� SEWER CONFLICTS� ,I / #10 4 PER FKAA DETAIL#e • EXISTING 4"WM TO BE RETIRED #1003 4�""�. SEE NOTES 3,4,7, 0(439 r [SAN FUT.K BY OTHIERS CT -1Y5— BY 11 USAGE / Sample Pont#e r' Nm.&4bd5 : STATE OF c _ r ANE S7 I FUT.PUMP STA. at a BY OTHERS G TR r V v — — O FDT-STNFA7i BYOTFi S #10J4 (1 #10D5 Qp® #1008� REMOVE XISTING MATCH LINE C (SHEET C2) xlsT.SAN.VACUUM wER BLOWOF VALVEBOX #1002 036f90 022'Y5'Y 032097 EXIST.2'WM TO BE EARED - io REVISIONS oa _ APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 23-2 a Eoa see IoIFLICT eosawse -7� � -- TNAN LAKES aaoet aonM.s Da FaoM smaE oFwoaK MEERI, 1100 KENNEDY DRIVE ADDED nEln lnr�aMnTlon on nonMaoaNE �7� DISTRIBUTION SYSTEM UPGRADE KEY WEST, FLORIDA Shaw,Crane&AdamS,KeyLargo cs INSTALL 350 L. 6"PVC G500 F w W/350 L.F.PIPELINE TRENCH RESTOR TION INSTALL 36D L..4'PVC C�00 ��� a - j•, aE WRAT L.F.PI ELINETRENCH / W WITHIN ROAD AV PER FKAA DETAIL 1d RESTORATION WITHIN ROADWAY 1 W w 0 E, o #01011 EXISTING 2"WM #1013 ( PER F AA DETAIL#1d ""a �' W TOIBE RETIRED #1015 #1019 Sample Point#7 #1021 ( #1023 ( #1025„ 27 W i > cn Es] 0417:30 0236 4t3 a 047QP5 025Y90 J2Q94Q 023338 1 Q2U'YQQ INSTALL 6"221°6 ND W/RESTRAINTS A REQUIRED "'' PE F1AA DETAIL 4 FUT.DRAINAGE v 0 ® BY OTHERS © 0 .._- ADAP�AS— ate 1� up�5 — G Ev OD O ©@ #1018 OD #lozo OD ® ® U #1 ozz ^0 %///%/ CONFLICTS SEE OTES 3,4 SE R LICTS ,VOT S 4,5 #1014 #1016 Q3Q07Q 207(f79 R(A 41028 #1030 Q4Y 7Q3 QY 720Q INST LL NEW5 INSTALL fiX4 REP 1. 0 " HYDRANT AS EMBLY W/RESTRAIN /,1Ls �nEri"' Q3Q224 (,U1574 P2235P PER FKAA DETAIL#9 PER FKAA D NOTES.1. ALL WORK MUST CONFORM TO FKAA 2. REMOVE ALL EMPTY 3. VERIFY ALL CONFLICTS BETW �< TITRE TO SEPARATION S. CONTRACTOR TO SUPPORT ANY EXISTING SEWER VACUUM AND MINIMUM DESIGN AND CONSTRUCTION METER BOXES AND WATER AND SEWER TO F L " ?EQUIREMENTS SHOWN ON DETAI GRAVITY PIPING WHEN EXPOSED IN ORDER TO MAINTAIN ALL STANDARDS AND SPECIFICATIONS, RETIRED VALVE ADEQUATE SEPARATI 7EF„!�,�� " 'LOCATION OF PUBLIC WATER SLOPES AND INVERT ELEVATIONS.PIPING MUST BE PROPERLY LATEST REVISION. BOXES. ON SHEET D5 %„„ "%"'��� SYSTEM MAINS".SHEET D5. RE BEDDED AND THE TRENCH COMPACTED TO ENSURE THAT SETTLEMENT AND CHANGES IN SLOPE DO NOT OCCUR. INSTALL 615 L.F.4"PVC C-900 W/515 L.F.PIPEL NE TRENCH RESTORATION ' WITHIN RDADW Y PER FKAA DETAIL#1� W #1029 #1031 #1033 I,;;f,'%„#1035 #1037 W i I z 41039 41041 I #10a I Lo"3..'."'f2 D� .....030 7Y .........EXIBEIRETIRED ` Q2QAr5200044 O O 20077Y (�QQ50 o µ m FR .. Q Q ,� D D y d.�a rr rr F" SEWERCONFLICT �v�+ C o '9 AA. E NOTES 3 4 S1a�" ( Cif, � S � p � a a ~ 5. BY OTDHRERSAGE 'O 1 SEE NO ES 3,4I,5 S 0 #1044 Q4004B ui r' � �] 1 E 0 881 U 03-2T7 .. n. INS T LFLUSHOUT ASSEM Y IPt M1 i5 #1034 #103fi #1038 #1040 #1042 y� J PER FKAA DETAIL#8 Sample Port 178 033933 1 030 Y7'Y 040210 041699 203602 , REVISIONS °R _ APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 237r22 ooFuciaa'o-- �Z� o TWIN LAKES a3av� z N,,NEER,N 1100 KENNEDY DRIVE DISTRIBUTION SYSTEM UPGRADE R>F Ns KEY WEST, FLORIDA ShawD,&Ada ma Dr,Key Large 'C4M� NOTES 1. ALL WORK MUST CONFORM TO FKAA MINIMUM DESIGN AND CONSTRUCTION STANDARDS AND SPECIFICATIONS, EXISTING 4"WM TO REMAIN ( ',. RETIRED 2"WM LATEST REVISION. TIE INTO EXISTING 4"WM INSTALL 35+p L.F.4"C-900 WM 2, REMOVE ALL EMPTY METER BOXES AND GUT AND REMOVE EXISTING 4"IN W/10 L.F.PIPELINE TRENCH RESTORATION RETIRED VALVE BOXES. INSTALL COMPRESSION COUPLING WITHIN ROADWAY PER FKAA DETAIL#id IN PUBLIC RIGHT-OF-WAY 3. VERIFY ALL SEWER CONFLICTS BETWEEN AND 25 L.F.PIPELINE TRENCH RESTORATION WATER AND SEWER TO ENSURE REMOVE 15 L.F.OF EXISTING 4"WM VMTHIN ROADWAY W/ASPHALT ADEQUATE SEPARATION.SEE DETAIL ON SEE NOTES SHEET '. 4. ADHEREE TO SEPARATION INSTALL(4)4"45°BENDS ( REQUIREMENTS SHOWN ON DETAIL W/RESTRAINTS AS REQUIRED INSTALL 8"X 4"REDUCER "LOC FKA DATION OF PUBLIC WATER SYSTEM PER FKAA DETAIL#4 W/R A TS REQUIRED PER FKAA DETAILIL tW MAINS",SHEET D5. /I. INSTALLS"X 6"REDUCER 5. TRENCH RESTORATION WITHIN PUBLIC REMOVE(2)EXISTING 4"GATE VALVES AND BOXES RIGHTS-OF-WAY DOES NOT INCLUDE W//RESTRAINTS AS REQUIRED HOT ASPHALT RESTORATION,WHICH IS PER FKAA DETAIL#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 ..... ...... ....................... ..... ..... ........................ .... . .................. ..... ..... ....................... ..... ..... ......... FINALIZATION,SUBJECT PROPERT`/HAS SEWER CONFLICT AN OPEN MONROE COUNTY CODE SEE NOTES 3,4,5 COMPLIANCE CASE(CE23010058)FOR THE INSTALLATION OF ASPHALT REMOVE 50 L.F.OF EXISTING 4"WM f �J CONCRETE.FOR BIDDING PURPOSES, BIDDERS SHALL ASSUME THAT RESTORATION SHALL TAKE PLACE WITH HOT ASPHALT RESTORATION IN REMOVE EXIS7ING-774"REIIUc;ER — — 1 C CE ITL#1e REMOVE EXISTING 8"GATE VALVE AND BOX CRANE ST 5. CONTR CT R O S PP RT ANY EXISTING SEWER VACUUM AND ORA41T REMOVE 15 L.F.OF EXISTING 8"WM ,.'' .... PIPING WHEN EXPOSED IN ORDER TO ,.^ MAINTAIN ALL SLOPES AND INVERT ELEVATIONS.PIPING MUST BE TIE INTO EXISTING 8'WM INSTALL L.F.PIPELINE TALL So+/-L.F.B'Caoo WM RENCH RESTORATION PROPERLY RE-BEDDED AND THE CUT AND REMOVE EXISTING e WM WITHIN ROADWAY PER FKAA DETAIL#1 TRENCH COMPACTED TO ENSURE THAT INSTALL RESTRAINTS AS REQUIRED SETTLEMENT AND CHANGES IN SLOPE PER FKAA DETAIL#4 M OUT AND GAP EXISTING 2 WM AS REQUIRED DO NOT OCCUR REMOVE 30 L.F.EXISTING 2"WM I......... EXISTING 8"C-900 WM TO REMAIN / u s1 9h�lh�d-4' C)I REMOVE EXISTING 2"GATE VALVE AND BOX 5Cn 9, INSTALL 14)8"45"BENDSraK" dC FOR CONFLICT AVOIDANCE "�• ✓• Q W/RESTRAINTS AS REQUIRED Nm 94M5 w. PER FKAA DETAIL#4 INSTALL(2)90°BENDS W/RESTRAINTS AS REQUIRED PER FKAA DETAIL#4 o '�✓" ENLARGED INTERSECTION PLAN Shaw Dr&Crane St. ° LUS REVISIONS Zn APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE s MARK 11ITioN yn 1100 KENNEDY DRIVE TWIN LAKES —.1 °*E.o ENGINEERING DISTRIBUTION SYSTEM UPGRADERL ,� KEY WEST, FLORIDA KEY LARGO a - t 5A E 1"=20' OPER4TION5 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 FUT.DRAINAGE 4 FUT.DRAINAGE STRUCT.5-11 FUT.DRAINAGE STRUCT.5-09 FUT.DRAINAGE FUT.DRAINAGE STRUCT.S-15 STRUCT.5-07 BY OTHERS BY OTHERS STRUCT.ERR STRUCT.S-14ERR BY OTHERS FUT.DRAINAGE FUT.DRAINAGE BY OTHERS BY OTHERS S-06BY OTHERS P t)P11SFDY WC0 CP(iPt)FFDB WC0 STRUCT.ERR STRUCT.S-OS12 4 Of [ 12 VI SF �L OI f,I.C FRC)Pti FD Y"WC0V/'PR0F'0SFD P WM SFF BY OTHERS 12"4 OI T 11 4 OI FSI[ SFF EXIST.B"WM EXISTp�TAII 1SHEE'C D9 S f I1F..i HII H Hf.L�T D3 EXIST.p B''UIJI�K,"IiLE'T D3 0 ASSUMED 30I'CDVEr'D3 0. �' 0 8"WM 0 EXIST.8"WM R 0 ASSUMED 30"COVER ASSUMED 30"COVER 0 ASSUMED 30"COVER _ FUT.15"SWM FUT. ER 15"SWM FUT.15"SWM BY OTHERS BUT. H SWM BY OTHS BY OTHERS S-11 INV-2.3 BY OTHERS 5-15 INV-2.9 CROWN-1.55 CROWN-1:5 S--R OWN r 10 INV 2.3 CROWN-1.65 S-06 INV-3.0 S-14 INV-2.9 S-OS INV-2.9 � EOIP EL-3.7AN -4 EXIST.6"SAN EXIST.fi"SAN -4 EXIST.5"SAN TOP EL-2.9 TOP EL-3.5 TOP EL-3.5 -10+00 0+26 _J -7 0+00 0+24 -7 0+00 0+28 $O+DO 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 V IIi01I AI 110 FL L �r =q'.. REVISIONS °Rje� a APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE 2,7:22 1100 KENNEDY DRIVE TWIN LAKES 63°97 ° s EN�INEEaN� DISTRIBUTION SYSTEM UPGRADES -- PAT��Ns KEY WEST, FLORIDA St'—Drive 'kD1'" S 17 —S 16 S+ Q S+ Q S 2 S 2 STA 26+60 S 1 8— S 1 9 S2T 3 S2 1 4 STA 28+85 FUT.DRAINAGE STA 31+50 STRUCT.5-19 4 FUT.DRAINAGE BY OTHERS PUT.DRAINAGE FUT, DRAINAGE FUT.DRAINAGE PUT.DRAINAGE STRU CT.S-18 STRU CT.S-17 BY OTHERS STRUGT.5-20 STRUCT.S-21 STRUCT.S-15 BY OTHERS 8V OTHERS BY OTHERS PPt)PtI 11-D 8"WC�A C I'(iCt1SFDd WPvI 0. 9 24 4 O [ — I I 11P()bf f/5 UVIN 11 VPC 1ICAL c)I F FC SFF DF'T'A61 6 SI IF E'T'D3 0 17 45F UI P'i' SI f DI[AIL.H, Hf.ESC 1:7,t - FE DE'CAII 7 SHEE'i'D3 Q �-'� EXIST.8"WM 0 EXIST.S'WM ASSUMED 30"COVER EXIST.8"WM ASSUMED 30"COVER ASSUMED 30"COVER FUT."SWIM FUT.15''SWM FUT.15"SWM BV OTHERS BY OTHERS S-17 INV-2.7 S-19 INV-3.8 BY OTHERS GROWN-1.45 CROWN-2.65 5-21 INV-32 S-16 INV-2.7 -4 S-18 INV-3.9 CROWN S-20 INV-3.2 EXIST.5"SAN TOP EL-3.4 EXIST.5"SAN EXIST.5"SAN TOP EL-4.5 TOP EL-3.9 -$0+00 0+27 -7 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 �c N w 1p4•, ro:r0 OF REVISIONS °Rn a APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE —122 1100 KENNEDY DRIVE TWIN LAKES -., N�iNEEaiN` DISTRIBUTION SYSTEM UPGRADE ';Tos - P4T��N5 KEY WEST, FLORIDA ShawDdve D2s.� INSTALLS 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 8-INCH 45 DEC SS PIPE INSTALL TWO 8-INCH WLDxWLD INSTALL TWO 8-INCH 45 DEG 45 DEG WLDxWLD FITTINGS FOR INSTALL TWO 8-INCH 45 DEG \ FITTINGS FOR VERTICAL WLDxWLD FITTINGS FOR 45 DEG OFFSET FITTINGS FOR 45 VERTICAL OFFSET OFFSET DEG VERTICAL OFFSET "r...� INSTALL 14 LF INSTALL 14 LF INSTALL 14 LF INSTALL 14 LF 8-INCH SS PIPE """""""""""" 8-INCH SS PIPE 8-INGH SS PIPE ... ..................... ...INCH SS PIPE ....................................... .....................................`\ ..................................................... EXISTING WM o,,. `INSTALL 8-INCH SS INSTALL 8-INCH SS EXISTING WM INSTALL 8-INCH SS `.. INSTALL 8-INCH SS COMPRESSION TO BE COMPRESSION COMPRESSION TO BE COMPRESSION COUPLING AND RE MDVED J COUPLING AND COUPLING AND REMOVED COUPLING AND CONNECTTO APPRCX40LF 1 L IIII I GON NEGTTO CONNECT TO APPRDX 40 LF r III,.., CONNECT TO EXISTING PVC WM EXISTING PVC WM EXISTING PVC WM EXISTING PVG WM J :L I I r Flo l IJl I rl I �v r IIIII DETAIL H-12"VERTICAL OFFSET DETAIL I-24"45'OFFSET PLAN VIEW PLAN VIEW INSTALLS LF 8-INCH SS INSTALL TWO 8-INCH 45 DEG INSTALL 8 LF 8-INCH SS PIPE WLDxWLD FITTINGS FOR 45 PIPE INSTALL TWO 8-INCH 45 DEG INSTALL TWO 8-INCH 45 DEG DEG OFFSET INSTALL TWO 8-INCH 45 DEG WLDxV/LD FITTINGS FOR 45 WLDxWLD FITTNGS FOR 45 WLDxWLD FITTINGS FOR 45 DEG OFFSET DEG VERTICAL OFFSET DEC 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 PI IF 8-INCH SS PIPE \ ........................ ......................... rs. ...........................................i `�. .................... ........................../ '� ....................� EXISTING WM r�, INSTALL 8-INCH SS 1 EXISTING WM INSTALL&INCH SS INSTALL 8-INCH SS INSTALLS-INCH SS FLANGE TO BE COMPRESSION COMPRESSION TO BE COMPRESSION AND CONNECT TO REMOVED ' IA COUPLING AND COUPLING AND REMOVED COUPLING AND PR DPOSED AP RDX 40 LF 1 r III` CONNECT TO CONNECT TO APPRDX 40 LF ' CONNECT TO S-INCH FLGxMJ GATE /f EXISTING PVC WM EXISTING PVC WM EXISTING PVC WM VALVE r`I1 �w '. . . ��y,,�IFi Lwt,y I� Ir DETAIL J-12"45'OFFSET DETAIL K-12"45'OFFSET W/FLANGE N ehaas PLAN VIEW PLAN VIEW , cs wry= TATE OF �K!dXYPtl 444 tAkrr REVISIONS °re�"e�� APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE oao"T"211-2 1100 KENNEDY DRIVE EG DISTRIBUTION S SYSTYSTEM UPGRADE _ KEY WEST, FLORIDA Shaw Or&Adams Dr,Key Largo D3o e �TIaNs .oleo semoc.noe mx uucmocr ca.oeen eesroc.noe smx.srwcr ` a.m—i-I$a� omr s..c�.mnaw m..a_.�mww xnwas V*,�y�,d..�llf.Mf Tl STATE OF <G: ®oe scenes rneescaioes ruses oe seance rnenacaioss ®"` rmes saencea�meua crroes a = lmnweuenJ »s,ti 0e(c )enu REVISIONS oa�nd% APPROVALS FLORIDA KEYS AQUEDUCT AUTHORITY DRAWING TITLE sI.—N ox uumea oy ENcwEEwNc 1100 KENNEDY DRIVE TWIN LAKES o or. 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