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Home My WebLink AboutAgreement_General_11/15/2021_Florida Design Drilling CorpPROJECT WORK AUTHORIZATION NO. 1 WITH FLORIDA DESIGN DRILLING CORPORATION FOR FLORIDAN WELL REHABILITATION PROGRAM THIS PROJECT WORK AUTHORIZATION NO. 1 is entered into and effective this K day of IUo�, by and between the VILLAGE OF TEQUESTA, a Florida municipal corporation with offices located at 345 Tequesta Drive, Tequesta, Florida 33469-0273, organized and existing in accordance with the laws of the State of Florida, hereinafter the "Village"; and FLORIDA DESIGN DRILLING CORPORATION, a Florida corporation with offices located at 7733 Hooper Road, West Palm Beach, Florida 33411, hereinafter the "Contractor" and collectively with the Village, the "Parties". 1.0 Authorization This Project Work Authorization is issued pursuant to the Agreement for Floridan Well Rehabilitation Program the Village and the Contractor, dated November 15, 2021, hereinafter the "Agreement". If there are any conflicts between the terms and conditions of this Project Work Authorization and the Agreement, the terms and conditions of the Agreement shall prevail. 2.0 Project Description: The Utilities Department has identified a need to complete rehabilitation services of three Floridan Aquifer Wells. 3.0 Scope of Services Under this Project Work Authorization, the Contractor will provide the well rehabilitation services to the Village as detailed in the Drawings and Scope of Work prepared by Mock Roos & Associates incorporated herein as Exhibit "A". 4.0 Schedule The services to be provided under this Project Work Authorization shall be Substantially Complete within one hundred and twenty (120) calendar days and Finally Complete within one hundred and fifty (150) calendar days from the Village's issuance of a Notice to Proceed. 5.0 Liquidated Damages Contractor shall pay the Village $50 for each day that expires after the time (as duly adjusted pursuant to the Agreement) specified in the Schedule above for Substantial Completion or Final Completion until the Work is substantially complete or finally complete respectively. 1 of 2 6.0 Compensation In consideration for the above Scope of Services and within the Agreement, pricing shall be pursuant to the Agreement. In consideration for the above Scope of Services and pursuant to Exhibit `B", the Village shall pay the Contractor a total amount not to exceed four hundred sixteen thousand, nine hundred seventy-nine dollars and three cents ($416,979.03) inclusive of a fifty thousand dollars and zero cents ($50,000.00) contingency allowance. I N W I T N E S S W H E R E O F, the parties hereto have executed this Agreement on the date and year first above written. W ITNES ES: FLORIDA DESIGN DRILLING CORP. By: Michael Black, geniorVice President �%. (Corporate Seal f? S _ aO : A �I 9, `r7CJ.- A.c _ rl;uoi d 0/1 U VILLAGE OF TEQUESTA s' ;; �O�� ATTEST: By: Frank D'Ambra, Mayor ..,.��° o FQ� I Lori McWilliams, MMC� Village Clerk ` ` G => SEAL INCORPORATED 2of2 EXHIBIT A Background The Village of Tequesta has a water use permit (No. 50-00046-W) from the South Florida Water Management District (SFWMD) that allows the withdrawal of 401 million gallons (MG) per year from the surficial aquifer and 1,251 MG from the brackish Upper Floridan aquifer. The Village currently operates three production wells (R1, R2, and R3) tapping the Upper Floridan aquifer. A fourth well (R4) has not been significantly operated more than the minimum required for testing, reportedly because of suspended solids production. Only having three wells in production means that all three wells need to operate most of the time to pump the annual allocation that makes up 76 percent of the Village's water supply. The Village has coordinated with Florida Drilling to provide a proposal for the rehabilitation of production wells R1, R2, and R4 piggybacking on the Town of Jupiter's contract for well rehabilitation. The following scope of work is to be complete as part of the rehabilitation for Well Nos. R2 and R3 and also for Well No. R4. Well R2 and Well R3 Rehabilitation — Including Acidization and development The rehabilitation of Wells R2 and R3 will include the following: removal and reinstallation of the well head, preliminary well video logging, well acidization, post acidization well development, step-drawdown testing, final well video logging, and well facility disinfection and bacteriological clearance, site restoration, and temporary pipe for by-pass connection. Below is a brief summary of the main items requested. Preliminary Well Video Logging Preliminary static and dynamic well video logging will provide an opportunity to inspect the well before beginning rehabilitation activities. It will provide an indication of the casing condition, material, depth and be used to determine whether there have been any visible changes to the well such as a collapsed borehole, fouling, or infilling. Acidization Following the well video, a well acidization procedure will be performed using 32% (20° Baume) hydrochloric acid (HCI) in an attempt to restore well capacity. HCI increases the permeability of limestone in the immediate vicinity of the borehole by dissolving precipitated calcium scale and limestone that impedes water flow from the aquifer into the well borehole thus increasing the capacity of the well. For the Village's Wells R2 and R3, 'low strength, high volume' acidization method in which 32% HCI is diluted with potable water to make a weaker acid mixture (ie: 1- 3% HCI) which is then injected into the well over an extended period of time. It is estimate that 10,000 gallons of 32% HCI will be needed for each of the two UFA wells. Advantages of this method include a longer acid contact time and less violent reaction resulting in less chance of complications during the procedure. Depending on the results of the first acidization procedure, a follow-up acidization treatment may be recommended and will only be conducted with the approval of the Village. The double procedure is be budgeted (20,000 gallons/well). Following acidization, the spent acid will be removed from the well. Water with a pH below 6.5 will be contained and treated using a sodium bicarbonate solution to neutralize residual acid. The neutralized water will be discharged to settlement tanks and then the stormwater system. Purging of the spent acid will be considered complete when the discharge water from the well is clear with a pH of 6.5 or higher. It's estimated that as much as 3 to 4 million gallons (MG) of water may be generated during this phase of the rehabilitation effort. The capacity improvement of the well will be evaluated and, based on the results, the decision to proceed with a second treatment will be made at that time. Post Acidization Well Development Following acid treatment and spent acid discharge, a test pump capable of variable discharge rates will be installed in the well and pump development will be performed to remove formation solids generated from acidization and to maximize production. Pump development will continue at each well to the satisfaction of CCI. Ideally, development continues until the sand concentration is less than 1.0 part per million (ppm) and SDI's are less than 3.0 at the design flow rate of each well. It's estimated that as much as 6 to 9 MG of water may be generated during this phase of the rehabilitation effort. Step-Drawdown Testing Following pump development, a three step, step-drawdown test will be conducted at rates determined by CCI, but anticipated to be between 800 gpm and 1,500 gpm. Each step will continue until the drawdown in the well stabilizes or for a maximum of approximately two hours per step. A manometer tube and pressure transducer/data logger setup will be used to measure the static water level and pumping water levels and during pumping when the water level is above the top of the wellhead. Water level measurements below the wellhead will be performed using an electric water level tape and the data logger/transducer setup. Static and pumping water level data will be used, along with the pumping rates, to calculate a specific capacity value for each well. The specific capacity is the ratio of the pumping rate to the drawdown at a given time and is used to determine the productivity of the well. The new specific capacity data will be compared to the data collected during the wellfield evaluation to determine the percent improvement. Final Well Video Logging Upon completion of step-drawdown testing, final static and dynamic video logs will be performed to document post acidization well conditions. Wellhead Reinstallation and Well Disinfection After the completion of testing, the permanent wellhead and discharge apparatus, well transducer, and wellhead components will be reinstalled. Well disinfection will be performed and samples collected to confirm the disinfection was successful and that the well is ready for service. Bacteriological sampling can be performed at the Village's request. Temporary Discharge Pipe Well R2 development water will be settled out in tanks onsite and then pumped east to the recently constructed connection to the FDOT storm drainage system. Well R3 development water will be settled out in tanks onsite and then pumped west to the recently constructed connection to the Villages storm water drainage system. Well R4 Rehabilitation — Including Development The rehabilitation of Well R4 includes preliminary static and dynamic video logging, reverse air development (if necessary), high rate development, step-drawdown testing, final well video logging, and well facility disinfection and bacteriological clearance. Construction details will be verified during well video logging. If the preliminary well video logging indicates that the sand is originating from behind the casing then an alternative rehabilitative approach will be suggested. Preliminary Well Video Logging Preliminary static and dynamic well video logging will provide an opportunity to inspect the well before beginning rehabilitation activities. The static log will be used to view the casing condition, material, depth, and to determine whether there have been any visible changes to the well such as a collapsed borehole, fouling, or infilling. The dynamic well video logging will be used to determine the origin of the sand. There are three possibilities for the origin of the sand including from behind the casing, within the open hole section of the well, and/or from leftover debris that wasn't cleaned out of the well during construction. If the sand is originating in a location other than the bottom of the well, alternatives such as installing a well liner to deepen the casing, squeeze grouting, or backfilling the open hole may need to be considered. Well Development If the well is found to be of sound construction and there is significant infilling of sand at the bottom of the open hole portion of the well, then the water well contractor will use a crane and drill pipe to reverse air develop the sand out of the well. The reverse air development is not budgeted and is considered an alternative rehabilitation approach. If the well is found to be of sound construction and the source of the sand is from the formation within the open hole, then the water well contractor will install a pump capable of variable discharge rates, but with a rate of at least 2,000 gpm and preferably 3,000 gpm. Pump development will be performed to remove the sand from within the open hole section of the well. Pump development will continue to the satisfaction of CCI. Ideally, development continues until the sand concentration is less than 1.0 part per million (ppm) and SDI's are less than 3.0 at the design flow rate (1,100 gpm) of the well. It's estimated that as much as 6.7 MG to 11.5 MG of water may be generated during the rehabilitation effort (8 hours/day at approximately 2,000 to 3,000 gpm over 7 to 8 days). Settling tanks will be used prior to discharge to the stormwater system. Step-Drawdown Testing Following pump development, a three step, step-drawdown test will be conducted at rates determined by CCI, but anticipated to be between 800 gpm and 1,500 gpm. Each step will continue until the drawdown in the well stabilizes or for a maximum of approximately two hours per step. Water level measurements will be recorded. Static and pumping water level data will be used, along with the pumping rates, to calculate a specific capacity value for the well, which is the ratio of the pumping rate to the drawdown at a given time, and is used to determine the productivity of the well. Other measurements and observations will include SDIs, sand production, and water quality parameters including temperature, pH, specific conductance, chloride, and total dissolved solids. Final Well Video Logging Upon completion of step-drawdown testing, final static and dynamic video logs will be performed to document post rehabilitation well conditions. Wellhead Reinstallation and Well Disinfection After the completion of testing, the permanent wellhead and discharge apparatus, well transducer, and wellhead components will be reinstalled. Well disinfection will be performed, and samples collected to confirm the disinfection was successful and that the well is ready for service. Bacteriological sampling will be performed. Temporary Discharge Pipe Well R4 development water will be settled out in tanks onsite and then pumped through the existing raw watermain to Well No. R2 where it will be further pumped west to the recently constructed connection to the Villages storm water drainage system. ELL utNrw,ui w % x° w uu'i v o a a o - c Mark St �\ o - s Robert SI E z oha tl Wmgo St V Russell Si O ached Dr Way c, Gc , p- O 0—full T lh N,tlage Blytl - 2 .� r•O c F N` .,b—d Way Bimini Rdo f V N 9 � 4 � 7 u on Q` N Dover Rd Waterway Rd a z TequelO e,.a�' ~ m v Tequesta0' 1^ae' L! 0 0 t Beacon St a Bridge Rtl S A Church Rd " q, � a D at r - Leigh Rd m Cope Rd rady Ln Rry eT Ter Franklin Rd w -k Coconut Ln B rn Pfnevicw Rd O O - - - F0 WHa� Windsrn RdW ow O li o .ggev er ly Rd W mood Rd qo ID,Karv� z a a f 2017 GOGGLE - MAP DATA^C 2017 GOOGLE C` m Ct z' VILLAGE OF TEQUESTA FLORIDAN WELL REHABILITATION FORMATION FLUIDS DISPOSAL R j&R4 a Z � � Sl Jude S1� Shay PI I 'J - C.- i aQ c R, OCn r < C l'J = \n(`IMITV MAP i '—I Core f'.& SECTION 25. TOWNSHIP 40 SOUTH, RANGE 42 EAST PREPARED FOR TEQUESTA, FLORIDA PALM BEACH COUNTY J U LY 2021 TOWM RAAVOP FRANK D'AMBRA, MAYOR KYLE STONE, VICE MAYOR TOWN COUNCIL MEMBER MOLLY YOUNG INDEX OF SHEETS SHEET NO. DESCRIPTION CO-1 COVER CO-2 LOCATION AND KEY SHEET CO-3 GENERAL NOTES C7-1 WELL R2 CONNECTION C1-2 WELL R3 CONNECTION C5-1 DETAILS TOTAL NO. OF SHEETS - 6 LAURIE BRANDON BRUCE PRINCE IT'S THE LAW! CALL 46 HOURS BEFORE YOU Uil, 1-800-432 4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. ennwn.*oonawc Gti GMR- ny,W1NG A- scn:Eo auFNslons nccoa�nc.• UTILITIES NOTIFICATION CENTER - FLORIDA E.B '+: e FLORIDA L.B N0.48 FIELD -- VILLAGE OF TEQUESTA DATE JULY 2021 JOHNP CAIRNES DRAWN JWB P.A. No. C0027.01 MOCK• 1\OOV FLORIDAN WELL REHABILITATION DESIGN.JPC e. FLORIDAP.E.NO. 74737 FORMATION FLUIDS DISPOSAL DWG NO ao az-25 ,a �cADDFILE: CONS CONSULTING ENGINEERS TEQUESTA. FLORIDA APPR GGG SCALE SHOWN u4u'Kao NO. DATE BY REVISION DATE 5720 Corporate Way. West Palm Beach Flonda 33407 (5611683-3113—MockRoos.com PALM BEACH COUNTY SHEET CO-1 REPORT OF SURVEY 1. ALL ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO SURVEY LEGEND THE NORTH AMERICAN VERTICAL DATUM (NAVD) 1988. AND BASED ON A BENCHMARK DESIGNATED'PAL B 3• PID 5791. HAVING AN CM.P CORRUGATED METAL PIPE ELEVATION OF 3.55 FEET, R.C.P REINFORCED CONCRETE PIPE 2. THIS PROPERTY IS LOCATED IN FLOOD ZONE'S' ACCORDING TO 0 WOOD UTILITY POLE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 120228 0001 C. DATED SEPTEMBER 30, 1982 AND 120192 0106 B. DATED OCTOBER 15 E— UTILITY POLE ANCHOR 1982. Q MAILBOX 3. ADDITIONS AND OR DELETIONS TO THIS SURVEY BY OTHER THAN THE )IC TELEPHONE RISER SIGNING PARTY (OR PARTIES) IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY (OR PARTIES). —"— OVERHEAD UTILITY LINE 4. COORDINATES SHOWN HEREON ARE REFERENCED TO THE STATE QF FPSL HAND HOLE PLANE COORDINATE SYSTEM FLORIDA EAST ZONE. NORTH AMERICAN DATUM 1983. ADJUSTMENT OF 2011 AND ARE FURTHER REFERENCED 9 SIGN TO THE TRIMBLE VRSNOW REAL-TIME NETWORK AS VERIFIED BY 016" OAK TREE SIZE 8 TYPE REPEATED TIES TO VARIOUS NGS HORIZONTAL CONTROL POINTS LOCATED IN THE VICINITY OF THE PROJECT. N WATER VALVE LEGEND SYMBOL LEGEND L.B. LICENSED BUSINESS AT&T RISER LSA LANDSCAPE AREA ED CATCH BASIN P.B.C.R. PALM BEACH COUNTY RECORDS ED CURBINLET OHW OVERHEAD VNRES q CENTERLINE P.B. PLAT BOOK e 0.00 EXISTING ELEVATION PG. PAGE C GREASE TRAP PER THE PLAT OF JUPITER IN (Pit THE PINES (P.S. 26. PG. 19. N — MAILBOX P.B.C.R.) SANITARY MANHOLE PER THE PLAT OF JUPITER IN Svx SANITARY VALVE (P2) THE PINES SECTION'D- (P.B. 26. PG. 137. P.B.C.R.) e SITE BENCHMARK PER THE PLAT OF RIVERSIDE STREET SIGN (P3) DRIVE PARK SECTION 'A' (P.B. 27, PG. 223. P.B.C.R.) w x WATER VALVE U.E. UTILITY EASEMENT 'z- WOOD POWER POLE T.O.N. TOP OF NUT 0 WOOD POWER POLE 11— PROPOSED GRADING —BPM— BLUE PAINT MARKS —GPM— GREEN PAINT MARKS —OPM— ORANGE PAINT MARKS —PPM— PURPLE PAINT MARKS TREE LEGEND: —RON— RED PAINT MARKS — — Oral — OVERHEAD UTILITY WIRE �•� ACACIA WOODEN FENCE 00 CABBAGE PALM CHIANUNK FENCE --CONK'-- EXISTING COMMUNICATION 00" PALM — —EXEC— -- EXISTING ELECTRIC OAK — — CAS — — EXISTING GAS LINE 00'D — — JW — — EXISTING UNKNOWN UTILITY 1 --x' SS-- SIZE", EXISTING SANITARY - INDICATES TRU-DIAMETER NOTE VERIFICATION OF TREE SPECIES SHOULD — —x' ST — — SIZE "/ EXISTING STORM BE CONDUCTED BY A PROFESSIONAL ENGAGED IN — x" WV— - - SIZE "t EXISTING WATERMAIN THE FIELD OF NATURAL SCIENCE. FLORIDA E.B. NO.48 `^ FLORIDA L.B. N0.48 FIELD — JOHN P. CAIRNES MO VK • RO O S rAPPR N: JWB FLORIDA P.E. NO. 74737 N JPC CONSULTING ENGINEERS GGGDATE 5720 Corporate Way. West Palm Beach. Flonda 33407 (561) 683.3113. w .MockRoos.com E AS SHOWN LOCATION AND KEY SHEET VILLAGE OF TEQUESTA FLORIDAN WELL REHABILITATION FORMATION FLUIDS DISPOSAL TEQUESTA. FLORIDA DATE: OCTOBER 2021 P.A. NO. C0027.01 DWG. N0. 40-42-25-14 SHEET CD-2 GENERAL NOTES 15. CONTRACTOR SHALL LIMIT ACCESS AND CONSTRUCTION OPERATIONS TO 33. WHERE EXCAVATIONS TO A DEPTH IN EXCESS OF FIVE FEET (51 ARE REQUIRED. 54. PIPELINES SHALL BE INSTALLED WITH 3MINIMUM COVER. WITHIN LIMITS OF ROAD RIGHT-OF-WAYS. THE CONTRACTOR SHALL PRESERVE THE CONTRACTOR SHALL INCLUDE THE FOLLOWING INFORMATION IN THE BID' FROM DAMAGE. ALL PROPERTY WITHIN OR IN PROXIMITY TO THE ROAD 55. ALL UTILITIES SHALL BE ADJUSTED TO NEW FINISH GRADES AND PROPERLY SET 1. THIS DRAWING SET HAS BEEN PRODUCED BY MOB WROOS AT THE VILLAGE OF RIGHT-OF-WAY WAY OR IN ROUTE TO THE CONSTRUCTION SITE. IF ANY SUCH A. REFERENCE TO THE TRENCH SAFETY STANDARDS THAT WILL BE IN TO PAVEMENT CROSS SLOPE. CONTRACTOR SHALL ADJUST ALL INLETS. REQUEST. THE DRAWINGS ARE TO BE USED GUIDELINES. BY THE PROPERTY IS DAMAGED DUE TO ANY ACTIVITIES OF THE CONTRACTOR, OR EFFECT DURING THE PERIOD OF CONSTRUCTION OF THE PROJECT. MANHOLE COVERS AND VALVE BOXES WITHIN THE LIMITS OF CONSTRUCTION. VILLA'S THE VILLAGE'S SELECTED CONTRACTOR FOR THE PROJECT, TO ESTABLISH T, SUBCONTRACTORS, SUPPLIES, ETC., THE CONTRACTOR SMALL IMMEDIATELY B. WRITTEN ASSURANCES BY THE CONTRACTOR PERFORMING THE WHETHER SHOWN ON THE PLANS OR NOT BEFORE MINIMUM REQUIREMENTS FOR THE INSTALLATION OF COMPONENTS SHOWN IN RESTORE THE DAMAGED PROPERTY TO ITS ORIGINAL CONDITION, OR BETTER, TRENCH EXCAVATION THAT SUCH CONTRACTOR WILL COMPLY WITH 56. SIDEWALKS SHALL BE RECONSTRUCTED PER FDOT REQUIREMENTS WITH A 15% THE DRAWINGS. AN EVALUATION OF THE OPERATION OF THE EXISTING DRAINAGE SYSTEM AND THE IMPACT OF THESE IMPROVEMENTS ON THE SYSTEM AT THE SOLE EXPENSE OF THE CONTRACTOR. THE FLORIDA TRENCH SAFETY ACT. SLOPE WAS NOT PART OF THE REQUESTED SCOPE AND WAS NOT PERFORMED BY 16. CONTRACTOR SHALL SUBMIT MAINTENANCE OF TRAFFIC PLAN(S) AS REQUIRED C. A SEPARATE ITEM IDENTIFYING THE COST OF COMPLIANCE WITH THE MOCK-ROOS. TO COMPLETE THE WORK IN ACCORDANCE WITH ALL MUNICIPAL, COUNTY. STATE APPUCABLE TRENCH SAFETY STANDARDS. 2. PROPERTY UNES SHOWN ARE FROM THE SURVEY, COUNTY'S PROPERTY AND FEDERAL LAWS AND REGULATIONS, AS APPLICABLE. AND SHALL SCHEDULE 35. ALL WORK SHALL BE OPEN AND SUBJECT TO INSPECTION BY AUTHORIZED APPRAISERS OFFICE, AND KNOWN EASEMENTS. AND ARE APPROXIMATE. THE WORK TO CAUSE MINIMUM DISTURBANCE OF NORMAL PEDESTRIAN AND VEHICULAR TRAFFIC. PERSONNEL OF THE VILLAGE. INVOLVED UTIUTY COMPANIES. PROJECT ENGINEER. AND REGULATORY AGENCIES. 3. ALL ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1908 (NGVD88). 17. ALL TESTS. ANALYSES AND INSPECTIONS ARE TO BE PERFORMED By A 36, LANE CLOSURES WILL BE ALLOWED MONDAY THROUGH FRIDAY SQD AM TO 4.30 QUALIFIED INDEPENDENT TESTING LABORATORY AND SHALL BE AT THE PM WITH APPROPRIATE MOT AND FLAGGERS IN PLACE. COORDINATE WITH TEH 4. ALL COORDINATES ARE NORTH AMERICAN DATUM OF 8390. CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VILLAGE IN ADVANCE AND OBTAIN A RIGHT OF WAY PERMIT FROM THE VILLAGE 5. WRITTEN DIMENSIONS HAVE PREFERENCE OVER SCALED DIMENSIONS. SCHEDULING THE INDEPENDENT TESTING LABORATORY'S VISITS AND FOR THE PRIOR TO BEGINNING WORK 6 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA COORDINATION OF THE TESTING NTH THE INDEPENDENT TESTING LABORATORY AND ENGINEER. 37. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH CURRENT FDOT 6W DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR SERIES STANDARDS AND THE MANUAL UNIFORM TRAFFIC CONTROL DEVICES. ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION, AND FDOT DESIGN 18IN THE CASOF AN INCONSISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS . E CONTRACTOR IS TO PROVIDE A MAINTENANCE Of TRAFFIC PLAN TO THE STANDARDS. LATEST EDITION (UNLESS SPECIFIED OTHERWISE). ALL FDOT OR IMTMIN EITHER DOCUMENT NOT CLARIFIED BY ADDENDUM. THE BETTER KLUGE, PALM BEACH COUNTY. AND ALL APPLICABLE AGENCIES FOR RENEW INDEXES ARE INCORPORATED AS PLAN REFERENCES HEREIN. CONTRACTOR IS QUALITY OR GREATER QUANTITY OF WORK SHALL CONTROL. AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COMPLETE COPIES OF THE EDITIONS OF FDOT 19. AERIAL PHOTOGRAPHY SHOWN ON THE DRAWINGS ARE FROM THE PALM BEACH RESPONSIBLE TO OBTAIN A PALM BEACH COUNTY MOT PERMIT PRIOR TO INDEXES. COUNTY DATABASE, LATEST EDITION AVAILABLE. AND AS SUCH, SHALL BE USED BEGINNING WORK. 7 THE WORK TO BE PERFORMED BY THE CONTRACTOR INCLUDES ALL PERMITTING. ONLY AS SCHEMATICS. 38. CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS REQUIRED FOR INSPECTIONS. FURNISHING ALL MATERIALS. LABOR TOOLS, EQUIPMENT, WATER. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING TEMPORARY FILL FOR CONSTRUCTION. CONTRACTOR MUST SUBMIT A DEWATERING S DRAINAGE PUN LIGHT, POWER. TRANSPORTATION, SUPERINTENDENCE. TEMPORARY THE CONSTRUCTION OF TEMPORARY PLUGS AS PART OF THE MEANS AND TO SFWMD PRIOR TO CONSTRUCTION AND OBTAIN A DEWATERING PERMIT. CONSTRUCTION OF EVERY NATURE, AND ALL OTHER SERVICES AND FACILITIES METHODS TO CONSTRUCT THE PROJECT AND IS RESPONSIBLE FOR THE 39. WATER ELEVATIONS SHOWN ON THE DRAWINGS ARE SHOWN BASED ON OF EVERY NATURE WHATSOEVER NECESSARY TO DEMOLISH, REMOVE, REMOVAL OF SAME AT THE CONCLUSION OF THE PROJECT. ELEVATIONS DURING SITE VISITS FOR REFERENCE PURPOSES, SOME WATER ABANDON, DISPOSE, RELOCATE. CLEAR, MODIFY. DEWATER, CONSTRUCT, 21ALL ORGANIC AND OTHER UNSUITABLE MATERIAL IN AREAS TO BE FILLED SHALL ADJACENT TO THE PROJECT IS TIDAL. NO CONTRACT PRICE ADJUSTMENT WILL COMPLETE, DELIVER AND PLACE IN OPERATION THE ABOVE REFERENCED . BE REMOVED AND REPLACED NTH SUITABLE MATERIAL IN ACCORDANCE WITH BE MADE IF ACTUAL WATER ELEVATIONS DO NOT CORRESPOND WITH THE PROJECT AS SHOWN ON THE DRAWINGS AND/OR AS HEREIN DESCRIBED AS SPECIFIED. ALL WORK TO BE IN ACCORDANCE WITH THE SPECIFICATIONS AND SOUND CONSTRUCTION PRACTICES. ELEVATIONS SHOWN ON THE DRAWINGS. DRAWINGS. 22. CONTRACTOR MUST TAKE REASONABLE PRECAUTIONS TO CONTROL DUST AT 40. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL, DISPOSAL, ALL TIMES, WHETHER OR NOT THE SITE IS ACTIVE, AT NIGHT TIME, ON ABANDONMENT. AND RELOCATIONS NECESSARY TO COMPLETE THE WORK 8, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ESTIMATING PROPERLY WEEKENDS, OR ON HOLIDAYS. CONTRACTOR MUST ALSO NOT LET AIRBORNE WHETHER SHOWN ON THE DRAWINGS OR NOT. CONTRACTOR SHALL THE DIFFICULTY AND COST OF SUCCESSFULLY PERFORMING THE WORK. PRIOR DUST CROSS PROPERTY BOUNDARIES. CONTRACTOR SHALL WATER IF COORDINATE RELOCATIONS WITH THE NECESSARY UTILITY COMPANIES. TO QUOTING THE PROJECT, AS WELL AS AGAIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING STEPS DIRECTED BY THE VILLAGE AND/OR AT SUFFICIENT FREQUENCY, QUANTITY, AND 41. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY THE CONTRACTOR'S REASONABLY NECESSARY TO ASCERTAIN THE NATURE AND LOCATION OF THE DEPTH, INCLUDING PRE-SOAKING TO CONTROL DUST AND PREVENT ACTIVITIES INVOLVING CONSTRUCTION, STAGING AREAS, AND ACCESS ROADS IN WORK, AND INVESTIGATE AND SATISFY ONESELF AS TO THE GENERAL AND OBJECTIONABLE BLOWING OR DRIFTING OF DUST. SAND, AND OTHER DEBRIS. KIND. ALL DISTURBED NON -PAVED AREAS SHALL BE PLANTED WITH -IN-KIND- LOCAL CONDITIONS WHICH MAY AFFECT ITS COST, PROGRESS, PERFORMANCE 23. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE FDEP GENERIC VEGETATION. OR SUCCESSFUL FURNISHING OF THE WORK FURTHER. THE CONTRACTOR IS PERMIT FOR STORMWATER DISCHARGE FROM URGE AND SMALL 42. CONTRACTOR SHALL MAINTAIN A NEAT, ORDERLY, AND SAFE SITE AT ALL TIMES. SOLELY RESPONSIBLE TO MAKE OR OBTAIN SUCH PROJECT SPECIFIC EXAMINATIONS, INVESTIGATIONS, EXPLORATIONS, TESTS AND STUDIES AND CONSTRUCTION SITES. 43. CONTRACTOR SMALL COMPLY WITH THE REQUIREMENTS OF THE FDEP GENERIC OBTAIN ANY ADDITIONAL INFORMATION AND DATA WHICH PERTAIN TO THE 24. NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (N.P.D.E.S.) DEVICES PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL PHYSICAL CONDITIONS (SURFACE, SUBSURFACE AND UNDERGROUND C SHOWN ON THE DRAWING ARE THE MINIMUM REQUIRED DEVICES THAT ARE TO CONSTRUCTION SITESFACIL. AT OR CONTIGUOUS TO THE PROJECT SITE OTHERWISE BE INSTALLED. CONTRACTOR SHALL UTILIZE ADDITIONAL CONSTRUCTION 44. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL MUD. DIRT OR OTHER IT DETERMINED THE CONTRACTOR WHICH MAY AFFECT ITS COST. PROGRESS. DETERMINED METHODS AND DEVICES SUCH AS TURBIDITY CURTAINS. SILT FENCES. AND FLOATING SILT BARRIERS WHERE NECESSARY IN ORDER TO COMPLY WITH THE MATERIALS TRACKED OR SPILLED ONTO EXISTING PUBLIC ROADS AND PERFORMANCE OR SUCCESSFUL FURNISHING THE WORK SHALL NOT E STATE AND LOCAL WATER QUALM STANDARDS AND NPDESSHALL REQUIREMENTS. FACILITIES DUE TO CONSTRUCTION. NT NSMER BE RESPONSIBLE FOR ANY CONCLUSIONS OR INTERPRETATIONS MADE BY THE AT A SMEANS CONTRACTORS MEANS AND METHODS SHALL KEEP TURBIDITY 45. THE CONTRACTOR SHALL COORDINATE WITH THE VILLAGE OF TEQUESTA FOR CONTRACTOR BASED ON THE INFORMATION MADE AVAILABLE BY THE OWNER. LS BELOW LEVELS BELOW 29 NTUS ABOVE BACKGROUND. THE SELECTION OF PROPOSED CONSTRUCTION STAGING AREAS AND/OR 9. PRIOR TO THE START OF CONSTRUCTION AND/OR ORDERING OF ANY MATERIALS 25. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFET, PEDESTRIAN MOT. STOCKPILING OF MATERIALS. OR FABRICATED ITEMS, THE CONTRACTOR SHALL CONFIRM. AT THEIR OWN ACCESS RESTRICTION TO WORK/STORAGE AREAS. ETC. 46. CONTRACTOR SHALL LIMIT ACCESS AND CONSTRUCTION OPERATIONS TO EXPENSE, ALL VERTICAL AND HORIZONTAL LOCATIONS. AND SHALL BE WITHIN LIMITS OF THE ROAD RIGHT OF WAY (TYP.) AND THE UTIUTV EASEMENTS. RESPONSIBLE TO VERIFY. IF'OTHER- STRUCTURES, UTIUTIES. ETC., NOT SHOWN 26. ALL LOCATIONS AND ELEVATIONS SHOWN FOR EXISTING GRADES FOR SURFACE THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGES OUTSIDE ON THE DRAWINGS. EXIST WITHIN THE AREA OF CONSTRUCTION, THE AND SUBSURFACE STRUCTURES, PIPING, ETC. ARE BASED ON THE BEST THE LIMITS OF THE ROAD RIGHT OF WAYS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ENGINEER WITH -AS AVAILABLE INFORMATION. WHILE EVERY ATTEMPT HAS BEEN MADE TO PROVIDE BUILT' INFORMATION AND WRITTEN NOTIFICATION OF ALL CONFLICTS WITH THE ACCURATE DATA, THE CONTRACTOR SHALL CONSIDER ALL LOCATIONS AND 47. AREAS FOR THE STORAGE OF EXCAVATED MATERIAL ARE LIMITED. SUCH PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ELEVATIONS APPROXIMATE IN NATURE, PRIOR TO THE START OF CONSTRUCTION MATERIAL MAY BE REMOVED AND STORED OFFSITE AND IF NECESSARY. WORK OR ORDERING OF ANY MATERIALS UNTIL ALL CONFLICTS HAVE BEEN ANDOR ORDERING OF ANY MATERIALS OR FABRICATED ITEMS, THE RETURNED FOR BACKFILLING. UNSUITABLE MATERIAL SHALL NOT BE RETURNED RESOLVED. CONTRACTOR SHALL CONFIRM THE EXACT LOCATIONS AND ELEVATIONS. IN FOR BACKFILUNG. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LAYOUT AND ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF -OTHER, 48. ALL EXCESS FILL FROM THE SITE SHALL BE LEGALLY DISPOSED OF OFF SITE BY CONSTRUCTION STAKING AND ESTABLISHING ALL LINES AND GRADES STRUCTURES, UTILITIES, ETC. NOT SHOWN ON THE DRAWINGS EXIST WITHIN THE THE CONTRACTOR. TOGETHER VWITH ALL REFERENCE POINTS AS REQUIRED By THE VARIOUS AREA OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE RECORD TRADES. INFORMATION AND WRITTEN NOTIFICATION OF ALL CONFLICTS WITH THE PROPOSED CONSTRUCTION TO THE ENGINEER. THE CONTRACTOR SHALL NOT 49. CONTRACTOR SHALL HAVE NO TRENCHES OPEN AT THE END OF EACH WORK DAY. IF NECESSARY, TRENCHES SHALL BE TEMPORARILY BACKFILLED AND 11. THE CONTRACTOR SHALL IMPLEMENT TEMPORARY CONTROLS AND FACILITIES PROCEED WITH ANY WORK UNTIL ALL CONFLICTS HAVE BEEN RESOLVED. BARRICADED. FOR ALL CONSTRUCTION ACTIVITIES AND SHALL COMPLY WITH ALL PERMITTING 2T ALL PROPOSED GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE 50 THE CONTRACTOR SHALL BE REQUIRED TO FURNISH WATER AND COORDINATE REQUIREMENTS OF FEDERAL. STATE AND LOCAL AGENCIES. NOTED. THE CONTRACTOR SHALL SLOPE FINISHED GRADES UNIFORMLY WITH THE VILLAGE OF TEOUESTA FOR USE OF A HYDRANT METER FOR POTABLE 12. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK COMPETENTLY AND BETWEEN OTHER FINISHED AND EXISTING GRADES. WATER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS AND EFFICIENTLY, DEVOTING SUCH ATTENTION THERETO AND APPLYING SUCH EQUIPMENT. SKILLS AND EXPERTISE AS MAY BE NECESSARY TO PERFORM THE WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS. ENGINEER'S 26. STRUCTURE COORDINATES REFER TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 51. RECORD DRAWING NOTES REPRESENTATIVE MAY PERIODICALLY OBSERVE THE PROGRESS AND THE 29. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REMOVAL, DISPOSAL, A ALL RECORD DRAWING INFORMATION SUCH AS ELEVATIONS. QUALITY OF THE EXECUTED WORK, HOWEVER, THESE OBSERVATIONS ARE FOR ABANDONMENT, CLEARING, GRUBBING AND RELOCATIONS NECESSARY TO DISTANCES, LOCATION OF UNDERGROUND UTILITIES, AND ROAD THE SOLE BENEFIT OF THE OWNER AND DO NOT RELIEVE THE CONTRACTOR OF COMPLETE THE WORK WHETHER SHOWN ON THE DRAWINGS OR NOT. CROSS -SECTIONS MUST BE OBTAINED By A PROFESSIONAL ITS RESPONSIBIUTIES. 30. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACTIVITIES INVOLVING SURVEYOR AND MAPPER. WHO IS LICENSED IN THE STATE OF FLORIDA. THE SURVEYOR WISURVEYOR BE RETAINED BY THE CONTRACTOR 13 CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS. CONSTRUCTION, STAGING AREAS, AND ACCESS ROADS IN KIND. ALL DISTURBED INFORMATION MUST BE SIGNED AND SEALED. TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO SEE THAT THE FINISHED WORK AREAS SHALL BE RESTORED IN KIND. SEE RESTORATION NOTES ON SHEET CIA AND C1-2. B. UNDER NO CIRCUMSTANCES WILL ROADWAY PAVING WORK BE COMPLIES ACCURATELY WITH THE SPECIFICATIONS AND DRAWINGS. 31. THE CONTRACTOR SMALL COORDINATE MATH THE NECESSARY UTILITY ALLOWED TO STARUNTIL THE ENGINEER HAS REVIEWED THE T RECORD DRAWING INFORMATION FOR WORK CONSTRUCTED WITHIN 14. THE CONTRACTOR SHALL CAREFULLY REVIEW ALL SUBMITTALS PRIOR TO COMPANIES AND SUNSHINE STATE ONE CALL (8004324770) FOR ALL LOCATES A THE ROADWAY AREA THAT WILL BE PAVED. SUBMISSION TO THE ENGINEER THE CONTRACTOR SHALL CAREFULLY CHECK MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. AND VERIFY ALL FIELD MEASUREMENTS. REVIEW BY THE ENGINEER WILL BE 32, PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL ONLY FOR CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND COMPLY WITH CHAPTER 5560E THE FLORIDA STATUTES THE UNDERGROUND FOR COMPLIANCE WITH THE INFORMATION GIVEN IN THE SPECIFICATIONS AND DRAWINGS. ENGINEER'S REVIEW WILL NOT EXTEND TO MEANS. METHODS, FACILITY DAMAGE PREVENTION AND SAFETY ACT. SEQUENCES. TECHNIQUES OR PROCEDURES OF CONSTRUCTION, OR TO SAFETY PRECAUTIONS OR PROGRAMS INCIDENT THERETO. - 1To-mC� +iGm,l oRAYANG �s- A; unec ACCQRDING• GENERAL NOTES FLORIDA C.A. NO.48 FLORIDA L.B. NO.48 MOCK•ROOS CONSULTING ENGINEERS 5720Corporate Way ,West Palm Beach, Florida 33407(561)683-3113,-MockRoos.com FIELD: - VILLAGE OF TEQUESTA FLORIDAN WELL REHABILITATION FORMATION FLUIDS DISPOSAL TEQUESTA, FLORIDA PALM BEACH COUNTY DATE: OCTOBER 2021 JOHN P. CAIRNES FLORIDAP.E. NO. 74737 DRAWN: P.A. NO. C0027.01 DESIGN.JPC OD FILE, .a .� ��AD�ND, D ncsolco-a. APPR: GGG DWG. NO. 40-42-25-14 N0. DATE BY REVISION DATE SCALE: AS SHOWN SHEET: CO3 - INSTALL 12" FORMATION FLUIDS DISPOSAL 90' DIP BEND, 3' MIN COVER, -, •' - - .: PIPELINE ABOVE EXISTING SANITARY CAP 12" C900 PIPE - 6" BELOW GRADE 9eDIP BEND (ROTATED), • \ -�*-=- —� 3- MIN COVER 1 - INSTALL 12" FORMATION FLUIDS DISPOSAL EXISTING IRRIGATION AND -' PIPELINE 12" BELOW EXISTING WATERMAIN LANDSCAPING TO BE - -- RESTORED _ - 75't OF 12" C900 - -FORMATION FLUIDS 'DISPOSAL. PIPELINE - (RESTRAIN ALL JOINIS) ' 1� V - � x'. E - INSTALL 12" FORMATION FLUIDS DISPOSAL " PIPELINE 12" BELOW EXISTING WATERMAIN. POWER, AND COMMUNICATIONS REMOVE AND REPLACE EXISTING SIDEWALK - m AS NECESSARY TO MAKE CONNECTION, IF PART OF A FLAG IS DAMAGED, THEN THE I ENTIRE FLAG SHALL BE REPLACED, 3 FLAGS SHOWN, 120 SQUARE FEET _ 90"pI BEND (ROTATED), :T 3 3' MIN COVER •' `s y �'��' CORE EXISTING STORM STRUCTURE AND 9i ' ' > g '- Y CONNECT 12" C900 PIPE VATH A SPOOL • -II AND NON -SHRINK GROUT �• ry p;� `s: s _ L-;��r• POI,CMN�t � D I •45 -i F ADJUSS—En 4* NV" 01.1: Dry I• � r j < ) i < < S i < < C ( i �- •: v:q.r �` • j < f j I I i • C1-1 RESTORATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR ALL RESTORATION IN KIND INCLUDING THE TRENCH SIDEWALK, SOD. LANDSCAPING. AND HEDGE IN KIND III FLORIDA E.B. NO 4E FLORIDA L.B NO 48 FIELD — VILLAGE OF TEQUESTA DATE OCTOBER 2021 $� "sea MOCK• ROOS FLORIDAN WELL REHABILITATION JOHN P. CAIRNES DRAWN. JWB P.A. NO. C0027.01 DESIGN. JPC 7v #` FIOMDA P.E. NO. 74737 CONSULTING ENGINEERS FORMATION FLUIDS DISPOSAL capDFILE: APPR: GGG DWG NO. 40-42-25-14 .p n. TEQUESTA, FLORIDA NO.1 DATE I BY I REVISION DATE SCALE.AS SHOWN SHEET C1-1 —, c�:c-, $720 Coslwrate Way. West Palm Beach Flonda 33407 (5611683-31 13. www.MockRoos com PALM BEACH COUNTY .-_- 6. 6- d� i R --TO EN +iGM�_ �RRW W4 -.sioas nccoaoinc�. .DD FILE: ea,ownc�oa+c� o W W Z_ W Q � U N S a cY 0 fW DHv OHW I7HW ALLOWANCE: ALLOWANCE LINE ITEM FOR REMOVING S' OF 10" VCP. INSTALLING A K FENRCO ADAPTOR, AND CONNECTING TO EXISTING SANITARY STRUCTURE WITH 10" PVC' O ALLOWANCE: PROVIDE ALLOWANCE LINE ITEM - Y, y FOR REMOVING 5' OF 3" VCP. INSTALLING A- ' -- - -- r,_.w " " ----- f— •¢ FENRCO ADAPTOR, AND CONNECTING TO — `- 80• BEN OWER INN. EL -1.6 AND .a -- o W - _-- --- EXISTING SANITARY STRUCTURE WITH 3" PVC - �� - 12" C 0 PIPE 6" BELOW GRADE a: \ vl 9DIP BEND LOWER INV. EL -2.2 ? 9 0° DIP BEND UPPER INV. EL 0.6 r APPROXIMATE LIMITS OF TRENCH - PATCH. (VILLAGE WILL MILL AND ,!� RESURFACE ROAD, REPLACE CURB CORE EXISTING STORM STRUCTURE AND RAMPS, AND REPLACE CURB AS A CONNECT 12" C900 PIPE WITH A SPOOL - SEPARATE PROJEGTy — - - - - -- - - - - ----- AND NON -SHRINK GROUT (DIRECT PIPE -- TOWARDS DOWNSTREAM PIP -- �'— --- - -- - 25'3 OF42" C900 FORMATION FLUIDS DISPOSAL PIPELINE O tKESTRAIN ALL JOINTS) - i i O =�. / ( � y2° �S7VF;y5RtGTL'H:. i A - -Lu (NTR.ANC YVA� ASPSA[ T I WMANC!�W'4Y Cl.NY(;YS:Ai.ti •. SA-\ T`'F i" el I \ 3. C1-2 RESTORATION NOTES: w 1. CONTRACTOR SHALL RESTORE TRENCH (ASPHALT AND SODDED AREAS) 2. VILLAGE WILL MILL AND RESURFACE ROAD. REPLACE CURB RAMPS. AND REPLACE CURB Ilr� C AS A SEPARATE PROJECT FLORIDA E.B. NO.48 FLORIDA L.B. NO.48 FIELD: — JOHN P. CAIRNES MOCK RODS DEIGN: JPCB FLORIDA P.E. NO. 74737 CONSULTING ENGINEERS APPR GGG ✓ S 10 �. DATE 5720 Corporate Way, West Palm Beach, Flonda 33407 (561) 683-3113, w .MockRoos.com SCALE: AS SH VILLAGE OF TEQUESTA FLORIDAN WELL REHABILITATION FORMATION FLUIDS DISPOSAL TEQUESTA, FLORIDA PALM BEACH COUNTY DATE: OCTOBER 2021 P.A. NO. C0027.01 DWG. NO. 40-42-2514 SHEET: C1-2 • SURFACE SURFACE REPLACEMENT SURFACE TRANSITION (SEE NOTE 85) TRANSITION EXISTING DITCH WIDTH (W) +4' SURFACE PAYMENT I JOINT REPLACED/A BASE ¢ (SEE NOTE a2) oW ' EXISTING O BASE 18' ZTRACE i WIRE STAGE 2 STAGE 1 N 112- VARIES 12 - "�'I MI� M0 NOTES 1. BEDDING SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIME ROCK %-- Y- SIZING WITH EQUAL OR GREATER STRUCTURAL ADEQUACY AS EXISTING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS, AND LARGER ROCKS SHALL BE REMOVED. 2. BASE MATERIAL SHALL BE 10" MINIMUM OF CRUSHED CONCRETE. 3. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED (BUTT JOINTS ONLY). 4. BASE MATERIAL (PER FOOT DESIGN STANDARDS) SHALL BE PLACED IN TWO OR THREE LAYERS (6" MAX PER LAYER) AND EACH LAYER THOROUGHLY ROLLED OR TAMPED TO THE SPECIFIED DENSITY. 5. FOR ROADS INSTALL 2" OF S411 ASPHALTIC CONCRETE NTH RG-70 PRIME COAT AT 0.10 GAL / SO YD. 6. PIPE SHALL BE PLACED IN A DRY TRENCH. THE BACKFILL FOR THE FIRST AND SECOND STAGES SHALL BE PLACED IN MAXIMUM 6" LAYERS (COMPACTED THICKNESS) AND SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. STAGE 1 THE CONTRACTOR SHALL PROVIDE ADEQUATE COMPACTED FILL BENEATH THE HAUNCHES OF THE PIPE. USING MECHANICAL TAMPS SUITABLE FOR THIS PURPOSE. THIS COMPACTION APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED. STAGE 2. THE CONTRACTOR SHALL OBTAIN A WELL -COMPACTED BED AND FILL ALONG THE SIDES OF THE PIPE AND TO A POINT INDICATING THE TOP OF SUB -GRADE MATERIAL. 7. ALL ROADWAY REPAIR WORK SHALL BE PERFORMED IN CONFORMANCE WITH APPLICABLE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 8. DENSITY TESTS SHALL BE TAKEN IN 1 FT LIFTS ABOVE THE PIPE AT INTERVALS OF 400 FT MAXIMUM (1 SET MINIMUM) AND UNDER EACH STRUCTURE OR AS DIRECTED BY THE CONSTRUCTION COORDINATION DIVISION. RESULTS SHALL BE SUBMITTED TO CONSTRUCTION COORDINATION DIVISION AS PART OF THEIR FIELD REVIEW. 9. THE ROAD SHALL BE MILLED AND RESURFACED WITH 1• (ONE INCH) OF S-Ill SURFACE COURSE FOR A FULL LANE WIDTH ENCROACHED BY THE TRENCH. 10. EXISTING PAVEMENT MARKINGS SHALL BE REPLACED IN -KIND. 11. SIDEWALK TO BE REMOVED BY SAVICUTTING AT THE NEAREST EXISTING JOINT. 1 OPEN CUT AND TRENCH PAVEMENT REPLACEMENT C51 NTS EXIST. GROUND Z aF OF Q> <a ww UXXX Z OZO Zu FUz ZWW i 7iv aya13!0 JQZ « < -i— I— I INVER :07 12" i 112" LOWER QUADRANT TO BE SHAPED TO -1 NOTE: RECEIVE PIPE BELL AND BARREL 1. FOR PLACEMENT OF BACKFILL MATERIAL SEE SPECIFICATIONS. 2. PROVIDE A MINIMUM OF 30 INCHES OF COVER UNLESS NOTED OTHERWISE ON PLANS. EXIST. SIDEWALK TO BE REMOVED BY SAWCUTTING AT THE NEAREST EXISTING JOINT. SEE SHEET CI-2 FOR OPEN CUT AND RESTORATION LIMITS HAND PLACED SELECT MATERIAL (COMPACTED IN 6" UFTS) 2 PIPE INSTALLATION OUTSIDE OF ROADWAY CS 1 NTS FLORIDA E.B. NC. 48 FLORIDA L.B. NO 48 FIELD.— VILLAGE OF TEQUESTA DATE OCTOBER 2021 JOHN P.CAIRNES MOCK•ROOS DRAWN. JWB FLORIDAN WELL REHABILITATION P.A. NO. C0027.01 FLORIDA P.E. NO. 74737 DESIGN:JPC FORMATION FLUIDS DISPOSAL CONSULTING ENGINEERS APPR: GGG DWG. NO. 40 42-25 14 -Do FILE; TEQUESTA. FLORIDA N0. DATE BY REVISION pq� 5720 Corporate Way. West Palen Beach, Flonda 33407 (561) 683-3113.—MockRoos.com SCALE: SHOWN PALM BEACH COUNTY SHEET: C5-1