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Home My WebLink About2003 - (#39) Access Roads Water and Sewer Bid DocumentsSEBASTIAN MuNICIPAL AIRPORT C .0-0 Key West i r i xafeltm Ilt's the Low! OWI i 1[ • 3-7 J,, i 1 i # r e•. j t. 1708 • `" rwl A-1-1-- 1 UCUm =IPIIIIIIIIIIIIIIIIIIIII�11LNNTS AV PREPARED BY: s 0 0.25 0.5 1. APPROXIMATE SCALE IN MILES SEUCIN 31 30 S., RING. 39 E. i MEN -®■, GENERAL NOTES & SUMMARY OF QUANTITIES • ! MIN i STORMWATER POLLUTION PREVENTIONAND EROSION Ai SEDIMENT CONTROLDETAILS WATER ., • SEWER PLANS T C3.16 i aMIN! KII WATER D SEWER PLAN APPURTENANCES DETAILS- VW, =L tog La 1:117-al! ■�,' WATER AND SEWER PLAN TRAFFIC CONTROL TYPICAL SECTIONS i } i'�®■` MEN MEN CROSS SECTIONS AIRPORT DRIVE WEST Xl.l--THRU Xl--.6 CROSS!AIRPORT DRIVE i CROSSDRIVE WEST X3.1 AND CROSS SECTIONS AIRPORT DRIVE EAST TCROSS SECTIONSROAD EAST X5.1 AND X5.2 NNE ��' ,V-ll77 _i FtASF Rln Item No. Spec. No. Item Description Quantity nit 102-1 TRAFFIC CONTROL 1 LS 104-13 SlITFENCE 4,000 LF 10-1-1 .94 ACRE 5 1 -1-EXCAVATION REGULAR 11402 CY 6 160-4- TYPE B STABILIZATION 10,500 SY 7 162-3- FINISH SOIL7,000 SY 8 440-77 UNDERDRAIN LAN 9 EA 9 440 5" PERFORATED UNDERDRAIN 1,100 LF 10 440 --r-PERFORATED UNDERDRAIN 820 LF 11 440 8" PVC 590 LF 12 425 TYPE C FBI M DI IED 1 EA 13 425 TYPE H MODIFIED INLET (H1 AND 112) 2 EA 14 430-98a MITERED END SECTION FOR 15" RCP 2 EA 15 430-98a MITERED END SECTION FOR 18" RCP 15 EA 16 430-98a MITERED END SECTION FOR 36" RCP 1 EA 17 285-7 OPTIONAL BASE (LIMEROCK) 1,600 CY 18 300-1-1 BITUMINOUS MATERIAL (PRIME COAT) 5,000 GAL 19 331-2- TYPE 'S' ASPHALTIC CONCRETE 840 TON 20 SP DITCH BLOCKS 4 EA 21 430-172-123 15" RCP, CLASS 111 58 LF 22 430-172-25 18" RCP, CLASS 111 440 LF 23 430-172-38 36" RCP, CLASS III 90 LF 24 520 CONCRETE CURB AND GUTTER 1,100 LF 25 530 RIPRAP 40 TON 26 570 GRASSING (SEEDING) 3.00 ACRE 27 575-1 SODDING 4,000 SY 28 710-24-61 6" SOLID TRAFFIC STRIPE (YELLOW) 7,300 LF 29 700 STOP SIGN 6 EA 30 2501 8" WATER SERVICE a 8" PVC 4,297 LF b 8" DIP 371 LF C 8" HDPE 780 LF d 6" PVC 633 LF e 6" DIP 20 LF f 6" HDPE 40 LF 8" DIRECTIONAL BORE INSTALLATIONS 5 EA h 6" DIRECTIONAL BORE INSTALLATIONS 1 EA i FITTINGS 1 TON 8" HDPE RESTRAINERS 14 EA k 6" HDPE RESTRAINERS 3 EA I 8" PVC/DIP RESTRAINERS 138 EA m 6" PVC/DIP RESTRAINERS 6 EA n 12" x 8" TAPPING SLEEVE 2 EA 0 12" x 6" TAPPING SLEEVE 1 EA 8" TAPPING VALVE 2 EA 6" TAPPING VALVE 1 LF r 8" SOLID WEDGE GATE VALVE 12 EA S 6" SOLID WEDGE GATE VALVE 1 EA t 1" PRE -MOLDED PE TAP & CORP. STOP 1 EA U 1" WATER SERVICE COMPLETE 6 EA v FIRE HYDRANT ASSEMBLY COMPLETE 11 EA w TEMPORARY WATER SUPPLY JUMPER 1 LS x BACTERIOLOGICAL SAMPLE POINT 8 EA 205 LF16" STEEL CASING PIPE W/ SPACERS 1 LS z MANAGEMENT OF TAXIWAY TRAFFIC 1 LS as SURFACE RESTORATION OF TAXIWAY 1 LS ab SURFACE RESTORATION 1 LS AnnITIVP At TPOKIATP 1 Item No. Sec. No. Item Description Quantit Unit 1 104-13 SILT FENCE 1,000 LF 2 110-1-1 CLEARING AND GRUBBING 1.08 ACRE 3 120-1- EXCAVATION REGULAR 598 CY 4 160-4- TYPE B STABILIZATION 1,950 SY 5 162-3- FINISH SOIL LAYER 6" THICK 1,400 SY 6 440-77 UNDERDRAIN CLEANOUTS 3 EA 7 440 5" PERFORATED UNDERDRAIN 550 LF 8 425 TYPE C DBI MODIFIED 1 EA 9 430-98a MITERED END SECTION FOR 15" RCP 2 EA 10 430-98a MITERED END SECTION FOR 18" RCP 1 EA 11 285-7 OPTIONAL BASE LIMEROCK 300 CY 12 300-1-1 BITUMINOUS MATERIAL PRIME COAT 925 GAL 13 331-2- TYPE'S' ASPHALTIC CONCRETE 160 TON 14 430-172-123 15" RCP CLASS 111 51 LF 15 430-172-25 18" RCP CLASS III 51 LF 16 570 GMSSING(SEEDING) 0.70 ACRE 17 710-24-61 6" SOLID TRAFFIC STRIPE (YELLOW) 1,600 LF 18 1700 STOP SIGN1 EA AnnITIVP AI TPRNATF 2 W�i��W_SANITARY �'� SEWER LINE TILE IRON.. . ® :_ 12 -� •;,I I •► 111111111 SAFETY NOTES 1. THE CONTRACTOR SHALL OBTAIN, HAVE KNOWLEDGE OF, AND INCORPORATE THE FOLLOWING SAFETY PROVISIONS INTO THE CONSTRUCTION PROJECT: -OPERATIONAL SAFETY ON AIRPORTS DURING CONSTRUCTION -AC 150/5370-2C. AIRPORT SAFETY SELF INSPECTION -AC 150/5200-18B. -PAINTING, MARKING AND LIGHTING OF VEHICLES USED ON AIRPORTS - AC 150/5210-5B. 2. CONTRACTOR WILL NOT BE ALLOWED TO USE ANY OF THE EXISTING RUNWAYS OR TAXIWAYS AS PART OF THE HAUL ROAD UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER. 3. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS AS SHOWN ON THE PROJECT LAYOUT SHEET, SAFETY PLANS, AND HIS APPROVED PHASING PLAN. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE INTERFERENCE TO AIRCRAFT OPERATIONS DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL WORK WITH THE OWNER IN SCHEDULING ALL TAXIWAY OPENINGS/CLOSINGS TO BE CONSISTENT WITH AIRFIELD OPERATIONS. WHEN THE CONTRACTOR'S OPERATIONS CROSS ACTIVE TAXIWAYS, HE SHALL BE REQUIRED TO PROVIDE A FLAGMAN ON EACH SIDE OF ACTIVE CROSSING TO DIRECT VEHICULAR TRAFFIC AND PROTECT AIRCRAFT TRAFFIC. THE CONTRACTOR SHALL ALSO HAVE SUITABLE EQUIPMENT APPROVED BY THE OWNER AT EACH CROSSING TO KEEP THE CROSSING CLEAN OF ALL DIRT AND DEBRIS SAFE FOR AIRCRAFT TRAFFIC. 5. CONTRACTOR SHALL HAVE A WORKING RADIO ON SITE AT ALL TIMES DURING CONSTRUCTION AND SHALL ASSIGN RESPONSIBLE PERSONNEL INCLUDING ALL FLAGMEN TO CONTINUOUSLY MONITOR THE APPROPRIATE FREQUENCY. THE CONTRACTOR WILL ALSO PROVIDE THE RESIDENT INSPECTOR WITH AN APPROVED RADIO FOR USE DURING THE DURATION OF CONSTRUCTION. 6. NO CONTRACTOR VEHICLES, EQUIPMENT, OR PERSONNEL SHALL CROSS OR BE WITHIN ANY RUNWAY OR TAXIWAY OBJECT FREE AREA, EXCEPT DURING CONSTRUCTION PERIOD CLOSURES OR WHEN CLEARANCE IS REQUIRED FROM AND GRANTED BY THE AIRPORT MANAGER'S OFFICE. 7. ALL VEHICLES USED ON THE AIRFIELD SHALL MEET FAA REQUIREMENTS FOR MARKINGS AND LIGHTS. (SEE AC 150/5210-58) 8. TAXIWAYS AND EXISTING APRONS SHALL BE KEPT FREE OF ALL DEBRIS, DIRT, ETC., AT ALL TIMES. ANY SPILLAGE OF EXCAVATION OR OTHER MATERIAL SHALL BE CLEANED UP IMMEDIATELY BY THE CONTRACTOR WITH A MOTOR DRIVEN SWEEPER OR VACUUM AS REQUIRED BY THE OWNER. A PROGRAM OF REGULAR TAXIWAY AND APRON INSPECTION WILL BE PLANNED BY THE CONTRACTOR, THE AIRPORT MANAGER AND THE OWNER. 9. ALL ACTIVE AIRPORT OPERATIONAL AREAS WHICH ARE ADJACENT TO A CONSTRUCTION WORK AREA SHALL BE SEPARATED BY TYPE I BARRIERS WITH YELLOW FLASHING LIGHTS. NO CONSTRUCTION TRAFFIC WILL CROSS ACTIVE AIRPORT OPERATIONAL AREAS. THE CONTRACTOR SHALL PROVIDE AND INSTALL THE BARRIERS. GENERAL NOTES 1. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE STORAGE AND SECURITY OF HIS MATERIAL AND EQUIPMENT AND SHALL ERECT STORAGE FACILITIES AND FENCING AS NECESSARY. THE CONTRACTOR'S STORAGE AND STAGING AREA SHALL BE IN THE LOCATION SHOWN ON DRAWING PL-1. 2. THE CONTRACTOR'S STAGING AREA(S) AND HAUL ROUTES SHOWN ON THE PLANS ARE GENERAL AND FOR INFORMATIONAL PURPOSES ONLY. THE ACTUAL SIZE AND LOCATION OF STAGING AREAS AND HAUL ROUTES WILL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. 3. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE PROJECT AREA THROUGH THE PROJECT ACCESS ROUTES APPROVED BY THE OWNER ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ALL GATES HE USES FOR ACCESS ONTO AIRPORT PROPERTY. 4. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE CLEANUP AND DISPOSAL OF ALL TRASH AND DEBRIS CREATED BY HIS WORK OR PERSONNEL. NO BURNING IS ALLOWED ON SITE. ALL TRASH AND DEBRIS MUST BE DISPOSED OF OFFSITE. 5. APPROVED CUTS IN PAVEMENT OR CONCRETE SHALL BE MADE USING A PAVEMENT SAW, AND SHALL BE PATCHED TO MATCH THE EXISTING SURFACE IN A MANNER APPROVED BY THE OWNER. 6. EXISTING EASEMENTS TO OTHER PROPERTIES SHALL BE MAINTAINED AT ALL TIMES. 7. THE EXISTING AIRPORT PAVEMENT ACCESS ROADS AND HAUL ROUTES MAY NOT BE CAPABLE OF SUPPORTING CERTAIN TYPES OF CONSTRUCTION EQUIPMENT. HE CONTRACTOR SHALL FULLY SATISFY HIMSELF AS TO THE ABILITY OF THE EXISTING AIRPORT PAVEMENTS TO SATISFACTORILY SUSTAIN THE TYPE OF EQUIPMENT HE PLANS TO USE. CONTRACTOR SHALL SIZE THE EQUIPMENT USED FOR CONSTRUCTION ACCORDINGLY. ANY DAMAGE CAUSED BY HAULING OR ANY OTHER CONSTRUCTION ACTIVITY TO EXISTING PAVEMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. 8. AREAS OUTSIDE THE PROJECT LIMITS ARE DESIGNATED AS RESTRICTED AREAS. THE CONTRACTOR'S FORCES ARE PROHIBITED FROM ENTERING RESTRICTED AREAS AT ANY TIME, UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER OR AIRPORT MANAGER. 9. THE OWNER SHALL DESIGNATE AREAS TO BE USED BY THE CONTRACTOR FOR THE PARKING OF CONSTRUCTION EQUIPMENT AND VEHICLES WHEN NOT ENGAGED IN THE CONSTRUCTION DURING NON -WORKING DAYS AND NIGHTS AS WELL AS AREAS FOR CONTRACTOR'S EMPLOYEES AUTO PARKING. 10. ALL NON -PAVED AREAS OUTSIDE THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS, SUCH AS THE CONTRACTOR'S ACCESS ROAD, STAGING AREA, HAUL ROUTES, ETC., SHALL BE RESTORED TO THEIR ORIGNIAL CONDITION AND GRASSED UPON COMPLETION OF THE PROJECT. IN ADDITION, ALL EXISTING ROADS, APRONS, AND TAXIWAYS THAT WILL BE USED AS THE CONTRACTOR'S HAUL ROUTE SHALL BE MAINTAINED DURING CONSTRUCTION AND RESTORED TO THEIR PRE -CONSTRUCTION CONDITION. 11. SOD SHALL BE PLACED IN DISTURBED AREAS WITHIN 15' OF THE BUILDING. 12. THE CONTRACTOR SHALL MAINTAIN SECURITY WITHIN THE PROJECT SITE AT ALL TIMES. NO UNAUTHORIZED PERSONNEL SHALL BE ALLOWED ON THE SITE. 13. THE CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY FOR THE COMPLETION OF THIS PROJECT. 14. BURNING OF DEBRIS WILL NOT BE ALLOWED ON AIRPORT PROPERTY. 15. THE CONTRACTOR SHALL KEEP A WATER TRUCK ONSITE AT ALL TIMES FOR THE PURPOSE OF CONTROLLING DUST AS REQUIRED BY THE CONTRACT DOCUMENTS. 16. MEASUREMENT AND PAYMENT FOR UNDERDRAIN CLEANOUTS SHALL BE EACH AND SHALL INCLUDE ALL EQUIPMENT AND HARDWARE NECESSARY TO CONSTRUCT UNDERDRAIN CLEANOUTS INCLUDING WYE'S AND 45' BENDS. UTILITY NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND IDENTIFICATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES IN CONSTRUCTION AREA. ANY DAMAGES TO EXISTING UTILITIES OR UNDERGROUND PIPELINES ON OR OFF AIRPORT PROPERTY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL REPAIR WORK SHALL MEET THE APPROVAL OF THE OWNER OF THE DAMAGED UTILITY. 2. CONTRACTOR WILL PROTECT ALL EXISTING AIRFIELD LIGHTING, SIGNS, AND NAVAID EQUIPMENT IN THE VICINITY OF THE WORK AREA. ANY DAMAGE WILL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. PRIOR TO DIGGING ANY TRENCHES, CONTRACTOR SHALL NOTIFY ALL UTILITIES (ELECTRIC, GAS, TELEPHONE, SEWER) AND OBTAIN LOCATIONS OF UNDERGROUND UTILITIES. 4. ANY DAMAGES DONE TO AIRPORT PROPERTY OR UTILITIES (SUCH AS RUNWAY, TAXIWAYS, APRONS, FENCING, EXISTING CABLES) WILL BE REPAIRED BY THE CONTRACTOR TO THE APPROVAL OF THE OWNER OF THE FACILITY IN A SATISFACTORY MANNER. THE CONTRACTOR WILL BEAR ALL COSTS FOR REPAIRS. 5. ANY UNPLANNED, UNAPPROVED, OR ACCIDENTAL SHUTDOWN OR INTERRUPTION OF SERVICE TO ANY LIGHTING CIRCUIT OR NAVIGATIONAL AID REQUIRES IMMEDIATE NOTIFICATION OF THE AIRPORT MANAGER AND OWNER BY THE CONTRACTOR. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING ALL PERMANENT AND TEMPORARY UTILITY CONNECTIONS TO THE STAGING AREA. THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE LICENSE No: 0004307 M. JANSEN Technician: R. SANZONE hecked by. D. HAMBRECHT TA412007 MARK C. JANSEN, FL P.E. #56059 FIEVIINONS No. Description Dote By Name: 471 g Name: GENERAL NOTES AM- FDOT PROJECT NUMBER: 236230-1 -94-01 FEBRUARY 2003 N.T.S. Sheet Number. of Drawing Number. Cl .1 j SCALE 1 " =300" 0 13 ILI) z 10" 1 V41 I ♦ THE IL LPA GROUP MANWMATM COWLTAWS THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE UCENSE No: 0004307 7 lrajpoE•j ,-J--. ---- TA412007 I MMK C. JANSEN, FL P.F- #56M REVNW= Description Date Name: "W Name: PROJECT LAYOUT PLAN PROJECT NUMBER: 236230-1 -94-01 N.T.S. Sheet Number: of Drawing Number. C2.1 THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE LICENSE No.- 0004307 7WERIM-Wil i Description Date By ject Name: EV11,142iMr- "TU PROJECT NUMBER: 236230-1 -94-01 E a SCALE 1 0 =100' ffinate: Sheet Number. r FEBRUARY 2003 1 of 100' Drawing Number. n n 3: En U 0 I--, 0 fy Cf) cf) Q) 0 0 0 4- W O Cn I Q0 CN x 0 1 50 I "I Wil ma esigner: M. JANSEN Technician: R. SANZONE hecked by: D. HAMBRECHT roject Number: TA41 2007 Description ject Name: X"I I rowing Name: MARK C. JANSEN, FL P.E. #56059 Date By FDOT PROJECT NUMBER: 236230- 1 -94-01 Date: sheet Number: I FEBRUARY 2003 1 of SCALE 1"=100' e: if® [)rowing Number: 11 00' UZ % N O O O N O N i O O LL MAJOR MATERIAL -SPECIFICATIONS WATER MAIN 1. PIPE DUCTILE IRON PIPE 1 FOR BURIED SERVICE SHALL BE BELL AND PRESSURE # WITH . MINIMUM NOMINALOF # / • DIAMETER PIPE. D.I.P.ABOVEGROUND FLANGED, MINIMUM THICKNESS CLASS 53, WITH A MINIMUM _ _ - 1 ACCORDANCE C15WORKING PRESSURE r .- # 1 STANDARDS. ACCORDANCE3/32-INCH THICK, CEMENT MORTAR LINING IN ACCORDANCE WITH AWWA C104 STANDARDS, THE CEMENT MORTAR LINING SHALL RECEIVE AN ASPHALTIC SEAL COAT. BURIED PIPE SHALL RECEIVE AN EXTERIOR ASPHALTIC COATING OF APPROXIMATELY 1 MILL THICKNESS IN RATIO( IF USED) SHALL BE COATED AS INDICATED IN THE PROJECT TECHNICAL SPECIFICATIONS, 'COATINGS' SECTION. B) POLYVINYL CHLORIDE PIPE (PVC) FOR BURIED SERVICE IN DIAMETERS OF 12-INCH AND LESS SHALL BE BELL AND SPIGOT, PRESSURE CLASS 150, WITH A DIMENSION i / 18. PIPE SHALLBE IN COLOR, FACTORY GASKETS, BE N. S. F. LISTED AND CONFORM TO AWWA C900 STANDARDS. C) HIGH DENSITY _ r P . 1 ) PIPE USED FOR DIREDTIONAL BORES SHALL BE TYPE IN ASTM D3350. PIPE SHALL BE FURNISHED IN DUCTILE IRON PIPE SIZE (D. I. P. S. ) WITH ,/. 1 1 PRESSUREA DIMENSION RATIO (DR) OF 11. THE PIPE SHALL HAVE A MINIMUM WORKING RATINGSPECIFICATIONS r' _ - t r . STANDARD 1 /. ■ 1 1. x /. WITH MULTIPLE BLUE STRIPES VISIBLE FROM- ` R D) HIGH DENSITY POLYETHYLENE FORSERVICES SHALL BE TYPE PE34081 MADE FROM CLASSIFICATIONVIRGIN RESIN WITH A CELL OF PE34544C AS DEFINED IN ASTM D3350. TUBING SHALL BE FURNISHED IN STANDARD DIMENSION RATIO<SDIR) SIZE OF 9. THE TUBING SHALL HAVE A MINIMUM RATED WORKING PRESSURE OF 200 PSI. THE PIPE SHALL BE r - 1 1 WITH MULTIPLESTRIPES VISIBLE FROM PIPE QUADRANT.TUBING SHALL CONFORM WITH AWWA SPECIFICATION C901. RATED II, FITTINGS A> FITTINGS FOR BURIED SERVICE SHALL BE MECHANICAL OR PIPE MANUFACTURER'S APPROVED RESTRAINED BELL JOINT, DUCTILE IRON, CONFORMING TO AWWA-C1531 FITTINGS SHALL BE FORMINIMUMWORKING LINEDFITTINGS SHALL BE AND COATED r»1.SAME REQUIREMENTS FOR BURIED DUCTILE IRON B) FITTINGS FOR ABOVEGROUND SERVICE (IF USED)1 IRON, I JOINT,CONFORMING ( I. FITTINGS SHALL RATED r- f MINIMUM WORKING PRESSURE OF 350 PSI. FITTINGS SHALL BE LINED AND COATED IN ACCORDANCE WITH T THE SAME REQUIREMENTS r- ABOVE GRADEDUCTILE IRONPIPE.- 1 FITTINGS SHALL BE MECHANICAL JOINT1ti MANUFACTURED FOR HEAT FUSION JOINING TO THE SPECIFIED H. D. P. E. PIPE. FITTINGS SHALL BE MANUFACTURED OF THE SAME MATERIAL AND TO THE SAME DR AS SPECIFIEDTHAT FOR1 _ -EXCEPT STIFFENER SHALL BE MANUFACTURED r (PLACED AGAINST THE INTERIOR SIDE WALL OF FITTING OR PIPE END. THE FITTING SHALL CONFORM TO AWWA C906 STANDARDS. 1) FITTINGS FOR D. P. E. TUBING SHALL BE MANUFACTURED r- 1 -•ALLOY f SHALL BE OF r -. 1N TYPE WITH A SPLITr FOLLOWER FITTINGS SHALL BE t FOR THE SAME SDR AS THE TUBING AND EACH JOINT SHALLPROVIDED WITH A STAINLESS STEEL STIFFENER INSERT, THE FITTINGS SHALL BE MANUFACTURED IN CONFORMANCE WITH AWWA C800 STANDARDS. III, JOINTS A) PUSH -ON JOINTS FOR STANDARD BURIED SERVICE PIPE SHALL BE BELL AND SPIGOT, PROVIDED WITH A VULCANIZED SBR ELASTOMERIC GASKET IN CONFORMANCE WITH AWWA ■ -APPROVED 1 r' r MECHANICAL. ON ALL BURIED FITTINGS AND APPURTENANCES. MECHANICAL JOINTS SHALL BE PROVIDED WITH VULCANIZED SBR ELASTOMERIC WITH AWWA r■ AND CONFORMING DIMENSIONS SHALL NOT SPECIFIED.BE PROVIDED. EACH OF THESE JOINTS SHALL REQUIRE JOINT RESTRAINERS AS FURTHER C) FLANGED JOINTS (IF REQUIRED) SHALL BE FACED AND DRILLED TO 125 DIMENSIONS IN ACCORDANCE WITH ANSI B16. 1 AND SHALL BE '1 r PROVIDED IN NEOPRENEACCORDANCE WITH AWWA C110 AND C115 STANDARDS, BOLT HOLES SHALL STRADDLE THE PIPE QUADRANTS. EACH FLANGE JOINT SHALL BE PROVIDED WITH A 1/8-INCH THICK, FULL FACE, ■ - OF BOLTS AND THE BOLTS AND NUTS SHALL MEET THE DIMENSIONS ■ OF ANGE -r 1HEAD, GRADE , O BETTER._ D) RESTRAINED JOINTS SHALL BE USED FOR ALL BURIED CHANGES IN ALIGNMENT OR SIZE, VALVES AND PLUGS, ALONG WITH THE APPROPRIATE NUMBER OF UPSTREAM AND DOWNSTREAM JOINTS. METHODS OF JOINT RESTRAINT SHALL BE AS FOLLOWS1 A. P,V.C. PIPE DIAMETERS ► AT MECHANICAL JOINT FITTINGS WITH UNT-FLANGE SERIES 1300-C EBBA IRON SERIES 500, OR OTHER APPROVED RESTRAINER. BELL AND SPIGOT JOINTSON P.V.C.IN i 1 LESS SHALL BE RESTRAINED WITH UNI-FLANGE SERIES 1350-C, EBBA IRON SERIES 1500, OR APPROVED RESTRAINER. B, DUCTILE '( 1 1JOINTS USING LOCKING RINGS MAY SE RESTRAINTS SHALL BE U. S. PIPE TR-FLEX GRIPPER ., r _ - rJOINTS,- LOCK OR ..r■ I EQUAL. C, DUCTILE •( PIPE 1 FITTINGS WITH MECHANICAL JOINT ENDS BE APPROVEDRESTRAINED WITH EBBA IRON MEGA -LUG GRIP TYPE RESTRAINERS, SERIES 1100, OR D. DUCTILE IRON PIPE WITH 'JOINT ENDS B RESTRAINED UNI- FLANGE, LOCKING GASKETS SUCH A -A 1 r . OR APPROVED e' I sw; 11,,--•i Maa= GATE VALVES SHALL BE OF ■ 1 WEDGE BE IRON -BODIED, BRONZE MOUNTED, UTILIZING O-RING SEALS. THE VALVE SHALLHAVE A EPDXY, FUSION BONDED, COATING,D1 OUT, r I / AWWA C550, VALVE SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 200 PSI AND SHALL MEET OR EXCEED THE REQUIREMENTS OF # VALVES OPENING COUNTERCLOCKWISE, BURIED VALVES SHALL ;; FURNISHED r AND A 2-INCH ._ 1 e r ■ WITH POSITIONFLANGED JOINT ENDS, A HAND WHEEL OPERATOR, WITH NEEDLE AND SLOT INDICATOR, FIRE HYDRANTS HYDRANTS SHALL BE OF THE DRY BARREL, TRAFFIC MODEL DESIGN, WITH 5-1/4 INCH, COMPRESSION TYPE VALVE. THE VALVE SHALL ■` ( STANDARDINCH AND TWO 2-1/2 INCH THREADS, 1:HYDRANT ■ r ■ . SHALL. . MECHANICAL 6 INCH, r.. 1 PAINTED ■ I. HYDRANTS SHALL BE MANUFACTURED IN ACCORDANCE HYDRANTFIRE BE O1 D COMPLETE WITH SHUTOFF PIPE, FITTINGS I ALL RESTRAINED METERWATER AND BLOW —OFF BOXES REQUIRE A MINIMUM BOXES SHALL BECONSTRUCTED OFFIBERGLASS REINFORCED, POLYMER CONCRETE AND SHALL COMPRESSIVE TRAFFIC LOADING REQUIREMENTS OF AASHTO H-10. THE BOXES SHALL BE TO THE MINIMUM DIMENSIONS AS r ON DRAWING DETAILS, Standard Utility Separation Notes Utility Separation - Vertical Clearance 1. Where water and gravity sanitary sewer mains cross with less than 18 inches vertical clearance or the sewer main is above the water main, the sanitary sewer will be 20 feet of either: A. ductile iron pipe, centered on the point of crossing, or; B. concrete encased vitrified clay; or C. PVC pipe upgraded to water main standards and pressure tested. 2. Where water mains and storm sewer pipes cross with less than 18 inches vertical clearance, the water main shall be 20 feet of ductile iron pipe centered on the point of crossing. 3. Where gravity sanitary sewer mains and storm sewer pipes cross with less than 18 inches vertical clearance, the sanitary main shall be 20 feet of ductile iron pipe centered on the point of crossing. 4. Where water mains and sanitary force mains cross, 18 inches of vertical clearance must be maintained. Utilitv Separation - Horizontal Separation 1. When a water main parallels a gravity sanitary sewer main, a separation (measured edge to edge) of at least ten feet should be maintained. Where this separation is not met, one of the following must occur: A. The water main is laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer, or; B. If both sanitary sewer and potable water mains are proposed and the above (A) is not met, the sanitary sewer pipes shall be upgraded to the equivalent pipe material as the water main and pressure tested. C. If the sanitary sewer is existing and the potable water main is proposed, the water main shall, at a minimum, be upgraded to ductile iron pipe, constructed in separate trenches, laid at a higher elevation than the sanitary sewer, and utilize staggered joints. 2. When a water main parallels a sanitary force main, a separation (measured edge to edge) of at least ten feet should be maintained. WATERAND% SEWER LEGEND NUMENNINSMINSEM c.b. DRAINAGE CATCH BASIN TYP TYPICAL SPOT ELEVATION (EXISTING) - — — — - 16"PVC w.M.-- EXISTING PVC WATER MAIN & SIZE chw CONCRETE HEADWALL 0 DIAMETER VEGETATION LINE - — — — - 16"QiP W.M. — EXISTING DUCTILE WATER MAIN & SIZE cmp CORRUGATED METAL PIPE — ohe — OVERHEAD UTILITIES -II--�---v- GUARD IL - — — - 16"PVC F.M. — EXISTING PVC FORCE MAIN 8c SIZE C.P. CONTROL POINT WOOD POWER POLE - — -- - 16"osP F.M. — EXISTING DUCTILE FORCE MAIN &SIZE inv. INVERT ELECTRIC LIGHT ON WOOD POLE MITERED END SECTION 16"PVC W.M. PROPOSED PVC FORCE MAIN &SIZE mes MITERED END SECTION n UTILITY POLE ANCHOR DRAIN PIPING 16-®tP W.M. PROPOSED DUCTILE WATER MAIN &SIZE ohe OVERHEAD UTILITIES a ELECTRIC BOX pvc POLYVINYLCH LORI DE PIPE S SANITARY MANHOLE HEADWALLS PROPOSED DIRECTIONAL BORED WATER OR FORCE MAIN, HIGH DENSITY POLYETHYLENE DRAINAGE CATCH BASIN ret. RETENTION U WELL 15 5' CONTOURS STANDARD 1-INCH, SINGLE WATER SERVICE rcp REINFORCED CONCRETE PIPE FIRE HYDRANT & VALVE ASSEMBLY 1 a CONTOURS UNLESS NOTED OTHERWISE ON PLANS rrhw RIP -RAP HEADWALL TOP OF BANK INTO DITCH) —. I e ! DIRT/MARL ROAD STANDARD 1 2-INCH, DOUBLE WATER SERVICE UNLESS NOTED OTHERWISE ON PLANS (SYMBOL POINTS • smp SMOOTH WALL METAL PIPE 0 TELEPHONE COMPANY RISER — — — — - J No NUMBER PROPOSED ASPHALT ROADS/PARKING 6710 FIRE HYDRANT ASSEMBLY (PROPOSED) — O CHAINLINK FENCE LLL ± PLUS OR MINUS — RIGHT-OF-WAY LINE N GATE VALVE (EXISTING) P.I. POINT OF INTERSECTION EXISTING ASPHALT — — — —ugt— — — UNDERGROUND TELEPHONE CABLE ROADS/PARKING GATE VALVE (PROPOSED) STA STATION EXISTING UTILITIES it i 1 t ■ 1 1 1 � i ! i`. . r a' ♦ i ! ■ : i • ■ a i l i 1 r i INDIAN RIVER COUNTY .,,0 25TH STREET VERO • ' . • 1 f FLORIDAPOWER AND LIGHT 3301 ORANGE AVENUE PIERCE, . 34947 ATTNi !iO w r , r � ►1 (800)645-3427 CHARTER COMMUNICATIONS SEBASTIAN, FL. r (561)589-3846 FLORIDA POWER BOX 460 PIERCE, • - 3495 • Y. s 4.•. i TELECOMMUNICATIONS, .SOUTH rr OKEECHOBEE .i,D FT. PIERCE, FL, •, r .. s ATTNi WILLIAMGALLAGHER INDIAN RIVER COUNTY :4[ 25TH STREET VERO BEACH, FL. 32960 :i00 ATTN, MIKE HOTCHKISS,P. INDIAN RIVER COUNTY TRAFFIC ENGR. SEBASTIAN AIRPORT AUTHORITY . -i , BEACH, :0ri .. i, t iIS r- P.E. ATTNt TERRY ls PROPOSED STATIONING1 BASELINE OFFSET DISTANCE FROM BASELINE OFFSET SIDE OF BASELINE (RIGHT OR LEFT) AS STATIONING INCREASES STA. 26+26, 90, 12, 0` RT. PROPOSED INSTALLATIONS AT THE 8' TEE OFFSET STATION (2) - 8' GATE VALVES 8' PLUG Ulu i•' i . .'� • a / a r i � • i� - it -• i• ;,: �, it �: r r •" ( 1 1 ` CONTRACTOR2. THE PREPARE i r PLAN WHICH CONFORMSTO AWWA SPECIFICATION_ l SUBMIT THE PLAN FOR -APPROVAL PRIOR TO ADDING CHLORINE INTO THE MAINLINE, 3. SAMPLING FOR BACTERIOLOGICAL TESTING SHALL BE SCHEDULED SUCH THAT ENGINEER' S REPRESENTATIVE IS ON SITE TO ( BACTERIOLOGICAL4. ALL .. LOCATIONS ON PLANS AND/OR AS REQUIRED r. r PERMITS. ALL REPORTING OFTEST RESULTS SHALL REFER TO THE SAMPLE POINT NUMBER OR STATIONING AS SHOWN ON THE PLANS. 5. ALL PASSING TESTS RESULTS SHALL BE DELIVERED ■ WITHIM THE ENGINEER t DAYS AFTER THEIR SAMPLEDATE. AirportSebastian Municipal City of Sebastian GROUPTHE IL LPA GAeCHARELSTON, SCeCHARLOTTE, CHICAGO, ILOCOLUMBIA,O'• •*MOBILE, AL *MYRTLE BEACH, SC ORLANDO, FL *RALEIGH, NC ('<I t +: '- l Florida V ' -, Since : 1911 2001 CONSULTINGCARTER ASSOCIATES.. INC. Y LAND SURVEYORS 1 R# BEACH, FL •1 561-562-4191 FAX: 561-562-7180 Signed by. STEVE SNOBERGER, P.E. FL. REG # 35636 Checked by. Designer: SOS SIDS Project Number: Technician: 01-114E RNIH KEY PLAN Ki v U a U C3.12 M U Ni c� 0 Ki U z C3.6-1 � sus v C3.6 C3.7 U �n Ki c� M v M Ki U C3.2 No. Description Date By 1 Comments per Utility Department 1/23/03 RNH Project Name: WATER AND SEWER Drawing Name: WATER AND SEWER PLAN GENERAL INFORMATION F.D.O.T. PROJECT NUMBER: 23:23 1- 4-01 Autocad Drawing Reference: -0 Date: DECIENEER 1 Sheet Number: Scale: VERT. HOR. Drawing Number: OOOF e + N 0 PE WM DIRECTIONAL ESTRAINER\ 1 ,L POINT No. � e x 14.8 8" PVC WM A..�---PROPOSED *,6� DITCH BLOCK STA 10+37, 18' RT. 8"x45' BEND t16� STA 10+15, 40' RT. — 8"x45' BEND — INSTALL 8" M.J.xHDPE RESTRAINER NOTE: WET TAP MAY NOT ENCROACH INTO PAVEMENT IF NECESSARY TAP OPPOSITE SIDE AND INCLUDE TWO 90' BENDS INTO PROJECT. s 15.5 rt LL SIZE #THE-. ACCORDINGLY lu W STEVE SNOBERGER, P.E. FL. REG # 35636 Checked by: Designer: L SDS Project Number: Technician: 01— KEY PLAN ko v r in C) C3.12 U cri v rsi c' rn C3.6-1 oO M v C3.6 OR C3.7 Ki v rn v er rri v rri v C3 2.n�. No. Description Date By 1 Comments per Utility Deportment 1 /23/03 RNH Project Name: WATER AND SEWER Drawing Name: WATER AND SEWER PLAN STA 14+50 F.D.O.T. PROJECT NUMBER: 236230-1-94-01 236230-1- 4-01 Autocad Drawing Reference: E— -0 Date: Sheet Number: 1 Scale: Drawing Number: HOR. 1 " ZO / / / [ ./ ZSTA 14+82, 9'RT. — 8'x22-1/2` BEND � LP DT 8" M.J. GATE VALVE ,11:-b + I "1eo E[ PVC INFILTRATION PIPE 0 — 8"x6^ ANCHORING TEE &8END w/COMPLETE HYDRANT ASSEMBLY (ALL RESTRAINED) — FOUR (4) BOLLARDS � + #TWERWISE SCALE ACCORDINGLY MYOF HOME OF PEUC" TRF AM Sebastian Municipal Airport City of Sebastian THE IL LPA GROUP TRANSPORTA110N CONSULTANTS KNOXVII I E. TN 0 MOBILE, AL o MYRTLE BEACH, SC A T Serving Florida Since 1911 0 2001 by CAI CARTER ASSOCIATES., INC. CONSULTING ENGINEERS AND LAND SURVEYORS Signed by: Checked by: Designer: Project Number: Technician: KEY PLAN Oq Ui pi 1 Comments per Utility Department 1 /23/03 RNH OVER T.O.P. W L.�.! P.G. OVER T.O.P. Ll IL P.Q. 18", RCP v, Project Name: INV. 10.5 ACCESS ROADS WATER AND SEWER D PROPOSED 36 RCP t 8 F ao " " 8 PVC V/itA Drawing Name: AND SEWER PLAN INV. 7.35 _ _WATER P C Wtip 8 PyC . _ �---4 U.D. C.O. _. STA. 19+50 TO 8" DI STA. 24+50 F.D.O.T. PROJECT NUMBER: " PVC WM _. 23230- 4-01 lAutocad B" ABC, ap �`' Drawing Reference: vG — 8' DIP Date: Sheet Number: 5 2001 19+50 20+00 20+0 21 +0 21 +0 2+0 22+50 2+00 3+50 24+00 24+50 Scale: Drawing Number: s VERT. 1 = 2 " C3.4 HOR. 1 = 20 1 IN6H AT FULC SIZE OTHERWISE SCALE ACCORDINGLY ,'ROFILE AIRPORT DRIVE WEST STA. 0+00 TO 4+01,' WIRTMARMI I Sebastian Municipal Airport City of Sebastian THE IL I LPA GROUP IRANS"ORTATIM CONSUTAWS ATLANTA, GA * CHARELSTON, SC * CHARLOTTE, NC CHICAGO, IL 9 COLUMBIA, SC e GREENSBORO, NC KNOXVII I E, IN 0 MOBILE, AL *MYRTLE BEACH, SC ORLANDO, FL *RALEIGH, NC *RICHMOND, VA SARASOTA, FL *TAMPA, FL e WEST PALM BEACH, FL T- Serving Florida Since 1911 0 2001 by CAI Signed by: STEVE SNOBERGER, P.E. FL. REG # 35636 Checked by. Designer: DFL SS Project Number: Technician: 01-114E RNH KEY PLAN to C3.12 to C3.6-1 C3.6 OR C3.7 Ni Ni Ki C3.2 JNo. Description Date By By I i 1Comments per Utility Department l 1/23/03 RNH] Project Name: NMI Drawing Name: WATER AND SEWER PLAN STA. 0+00 TO STA 4+00 F.D.O.T. PROJECT NUMBER: 236230-1-94-01 Autocad Drawing Reference: E-1168-02 Date: Ek 4EER 2001 ISheet Number: DEC Scale: IDrowing Number: VERT. 1 2' HOR. 1 " 20' C3.6 7' z CO C0 ri I I 1 IN6H AT FULL SIZE OTHERWISE SCALE ACCORDING] 0 LO +00 • UJ V) UJ CENTERLINE EXISTING ROAD z 7 U.J 15 EGL OVER T.O.P. EGL OVER T.01,P. 0 :g '0 < za -W Cr M 0 6" PVC WM 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 Sebastian Municipal Airport City of Sebastian THE IL LPA GROUP 17ANSKWA110N M&LTAWS ATLANTA, GA o CHARELSTON, SC e CHARLOTTE, NC CHICAGO, IL 0 COLUMBIA, SC e GREENSBORO, NC KNOXMLLE, TN *MOBILE, AL *MYRTLE BEACH, SC ORLANDO, FL *RALEIGH, NC *RICHMOND, VA RARASOTA. FL e TAMPA-1tFEST PAL�f BE,4,CV-.--1 CA A T Serving Florida 2A I Since 1911 0 2001 by CAI CARTER ASSOCIATES,, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET, VERO BEACH, FL 32960 561-562-4191 FAX.- 561-562-7180 Signed by. STEVE SNOBERGER, P.E. FL. REG # 35636 Checked by. Designer: DFL SDS Project Number: Technician: 01-114 E RM KEY PLAN C!>. 12 C3.6-1 C3.6 OR C3.7 Ki C3.2 REVLqXM No. Description Date By 1 lComments per Utility Department 1/23/03 RNH Project Name: ACCESS ROADS WATER AND SEWER Drawing Name: WATER AND SEWER PLAN STA. 40+00 TO STA 44+50 F.D.O.T. PROJECT NUMBER: 236230-1-94-01 Autocad Drawing Reference: E-11W-02 Date: Sheet Number: DECEMBIM 2001 Scale: Drawing Number: VERT. 1 21 " HOR. 1 = 20' I I FOUND TACK EL. 17.52 �h STA 35+82.86 UOIIDIO60A aAi}ou h ^i , 0.34' RIGHT 18" rcp 1�_ s in 11.0\ N 1265969.13 n inv. 10.0 E 817155.36 _ _ _ w/rrh fl *2 ° w .— — _.. — — — — —. — — — — — — C.P. 3955, EL. 17.2 — n n• � ^6� � c.b. N 1266292.59 `top 15. I rS N15, E 817142.19 f s �1 ti ti STA 39+06,32, 12.14' LEFT FOUND P—K NAIL & BRASS DISK Y ohe Y ohe ohe { he o e 15.8 r . ^A �'`""�*— — — — — Swale — — — — — — �--- — +�-15 — — — — — — — —_ Swale — — — — — — — — — �,y6 Swale S6 1 6 J , .Q1.`... EST 4 3 0O STA `35+32.8fi tt� ry , o T ._ �, A + T � S 35 1 R . Q" 95 s 7r1 5' 00'O 9 E " � ;. a c s ® .:..GUT iNT PE o s HD , __ � _. Q iNSTALL'8 TEE 3 O 37 O 0 35 00 O � O INSTALL NS LL THREE 3 GATE VALVES t INSTALL' O 2 HDPE TWO x MJ RE TF2Ai ERS s N - BACTERIOLOGICAL{71 T SAMPLE POINT Na, 5 — 6Y ,� ,� 1 ^� 6' {TYP) — ® Y " 6, TYP ' (TYP)_ ( ) 8" PVC WM Y HDPE 8 PVC WM LJ ^erg A6� STA 36+50, 18' RT. Swale — +,s — 6 ye 's — 1" SADDLE & ColwaleSTOP _ _ _ — — — swats — — -- S 16.7 -- �56 '� > 61 — ® C ) yr, ,� ^ o I �6a ^ �� STA 37+70, 18' RT. — A STA 35+17, 18 RT. ^ STA 37+00, 18' RT. 1" SADDLE & CORP. STOP STA 36+42, 18' RT. — 8" M.J. GATE VALVE —8"x6" ANCHORING TEE &BEND STA 35+17, 50' RT. $20° — 8" PVC WM w/COMPLETE HYDRANT ASSEMBLY —SINGLE 1" WATER SERVICE22' — INSTALL PVC x HDPE RESTRAINER (ALL RESTRAINED) —RPZ BY PLUMB�R —FOUR (4) BOLLARDS � — — Y — Y — — Y ss — — — — — s4 s �STA36+50, 50' RT. — — — — — — — �_ �` —SINGLE 1" WATER SERVICE A T> "` CD o w� ` —RPZ BY PLUMBER S o� ,�L B&S INVESTMENTS STA 35+22, 18 RT. VELOCITY, INC. — BEGIN 120 LF OF 8" HDPE WM DIRECTIONAL BORE! INSTALL PVC x HDPE RESTRAINER �.sam AvM SEE S'HEET C3.6 1 INCH AT FULL SIZE OTHERWISE SCALE ACCORDINGLY 'Fl %s 's s '39+M UJ LLJ LAJ z V) _J c.L Sebastian Municipal City of -r. Serving Florida Since, 0 2001 by CAI I fie Signed by: SIEVE SNOBERGER, P.E. FL REG # 35636 Checked by. Designer: S Project Number: Technician: 01-11 KEY PLAN a2 Ni U Ln U C3.12 tn M v M U U z 0 r C3.6-1 g C3.6 OR C3.7 r+i U LO M c.a M ca rj v C3.2 Description omments per Utilit ject Name: Date By rtment 1 /23/03 RNH Drawing Name: WATER AND SEWER PLAN STA. 34+00 TO STA. 39+00 F.D.O.T. PROJECT NUMBER: 2 230-1- 41 Autocad Drawing Reference: E_ 2 Date: Sheet Number: IXCEMBER 1 Scale: Drawing Number: VERT. 1 " = 2' HOR. 1 " = 20' C 3. ® — ----- ----- ---------- — — — — — — — -- --------------------- V ISK (® VEGL / r.> / / \ EG OVER W.M. � ±EGL OVER T.OP. No. Description Date By 14 z ® O R T.O.P. \ / 12": RCP �\ 14 1 Comments Utility Department 1 /23/03 RNH LLJ o �, / EG OVER F. \ M UJ per EG OVER F. — z ? y c UJ _ _ __ _ _ _ o -< z m EXISTING 12 PVC WNI 8" HDPE x PV RESTRAINER ,- 20' WEST OF BASELINE La 12 ,, _ i 6" :PVC FM Project Name: _ _12 s PVC M Ld ACCESS ROADS 8" H.D.P.E. W.M. WATER AND SEWER 58' LT. —6" M.J. GATE VALVE 6b y®� 18 CROSSING MIN. Drawing Name: 1 ® -6" RESTRAINED PLUG WATER AND SEWER PLAN 48LT. TEE 30' LT. 501 RT. STA. 54+00 TO -6"x6" M.J. GATE VALVE -6" HDPE RESTRAINER SHOWN F.* SHOWN -6" IN PROFILE HDPE; RESTRAINER -6" RESTRAINED ! PLUG ' AT AT 56+9' 2 + 00 108s 8 _ _ _. __ _ _ 8 F.D.O.T. PROJECT NUMBER: 23r�23�-�1-94�-01 NOTE: - ---VIEW FORCE MAIN IN OF WATER PERPENDICULAR MAIN VIEW Autocad Drawing Reference: g : e 6 _ _ _ _ _ _. _ 6 Date: Sheet Number: DECEMBM 2001 Scale: VERT. 1 " = 2' VER. Drawing Number: 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 1 " - 20' r rn irc�i ern rnnnr CONC. ENCASEMENT 6" MIN, BETWEEN OUTSIDE DIAMETERS OF PIPE (TYR) (54 PROVIDE TRENCH SLOPE AS REQ'D. SEWER GRADE WATER MAIN SECTION A- A UTILITY OTHER N THAN SEWER 7cL,,, IDENTIFICATION TAPE - SANITARYSEWER CONCRETE SEE NOTE 6 6" MAX, LAYERS ENCASEMENT OR OTHER APPROVED CONCRETE ENCASEMENT MAINTAIN TRENCH z METHOD TO ACHIEVE WIDTH 2'-0" ABOVE 95% COMPACTION z 1 z 2'-0" MIN. TOP OF PIPE SEE NOTE 4 WATER MAIN IT o WATER LINE T❑ ' C) cu BE OVER TOP IDENTIFICATION TAPE - ❑Fcli SEWER LINE SEE NOTE 6 WHERE POSSIBLE, IT MAXIMUM WATER LEVEL 4" MAX. ALLOWABLE DURING LAYERS CONSTRUCTION ..�T. AT 95% 3/4' DIA. BEDDING ROCK 12" PIPE 12" OR PEA ROCK WHERE O.D' UNDISTURBED CONDITIONS REQ'D, TRENCH WIDTH SOIL CLASS 1 C L A S S W, ENCASEMENT DETAILS N,T.S. NOTES; 1, USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES, DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE, 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM, 3, WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.LP, WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4, WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN, THE WATER MAIN SHALL BE PRESSURE CLASS 350 D.I.P, OR CONCRETE ENCASED. UTILITY ENCASEMENT GRADE DESTRUCTION 41R RESTRAINED �-PRESSURE MAIN JOINTS 45° OR 22 1/2° ENCASE AS REQ'D. BENDS (M.JJ SPECIAL UTILITY CROSSING - FITTING TYPE 18' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. ALP, WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. -- GRADE SLOPE TO OBSTRUCTION 36' MIN, COVER SEE NOTE N❑, 2 PRESSURE MAIN FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH THE ENCASE AS REQ'D. P❑INTPOFACROSSING STANDARD UTILITY CROSSING - DEFLECTION TYPE NOTES 1, THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE, ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSIING BE ALLOWED, 2, CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3, IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY, (2 COATS MINIMUM,) 4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY ENGINEER. 5, USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES, D,I,P, WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, S❑ AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. UTILITY CROSSING NOTES: 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, 3. COMPACTION PERCENTAGES SHOWN REFER TO A,A,S.H,T.0, T-180, 4, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 6. 2" WIDE PLASTIC IDENTIFICATION TAPE IS TO BE INSTALLED ON TOP OF MAIN AND IN THE LAST 12 INCH BACKFILL LIFT OVER MAIN. TAPE SHALL BE MARKED "CAUTION: WATER MAIN". 7, ALL RESTORATION IN EASEMENTS OR RIGHTS ❑F WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES SHALL CONFORM TO PROJECT UTILITIES SPECIFICATIONS OR THE JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT, 8. LOCATION CONDUCTOR SHALL BE INSTALLED ON ALL PIPE, SEE DETAIL UNPAVED AREA TRENCH DETAIL IDENTIFICATION TAPE EXISTING TRENCH WIDTH 'W' + 4' MIN, BASE I SURFACE RESTORATION 6„ I MECHANICALLY MIN, SAW EXISTING PAVEMENT T. SEE NOTE 8 //// 1////// / a REPLACEMENT SEE NOTE 6 LIMEROCK BASE IN 3 LIFTS AT Li 6" MAX, LAYERS OR 98% U OTHER APPROVED � IDENTIFICATION TAPE N METHOD TO ACHIEVE cu SEE NOTE 8 95% COMPACTION - - /%� MAX. WATER LEVEL 4" MAX. ALLOWABLE DURING LAYERS o °• • /��\ CONSTRUCTION AT 95% `r 3/4" DIA, BEDDING ROCK 12' PIPE 12' OR PEA ROCK WHERE UNDISTURBED SOIL CONDITIONS REQUIRE O.D, TRENCH WIDTH ,W, NOTES: 1, WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PR❑VIDE APPROVED METHOD OF CONSTRUCTION, 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, 3, NEW SURFACING MATERIALS SHALL. BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-1/2' MIN, THK,) 4, COMPACTION PERCENTAGES SHOWN REFER TO A,A.S.H,T❑, T-180. 5, ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY AND F,D,❑,T, STANDARDS, 6, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, 7, TRENCH WIDTH "W" = PIPE O.D, PLUS 2`0 8, 2" WIDE PLASTIC IDENTIFICATION TAPE IS TO BE INSTALLED ON TOP OF MAIN AND IN THE LAST 12 INCH BACKFILL LIFT OVER MAIN, TAPE SHALL BE MARKED 'CAUTION: WATER MAIN' 9. LOCATION CONDUCTOR SHALL BE INSTALLED ON ALL PIPE, SEE DETAIL PAVED AREA TRENCH DETAIL AS -BUILT REQUIREMENTS 1. All as -built drawings shall state in 1' lettering 'AS - BUILT" located in the bottom right hand side of the drawing originial and/or copies, along with the as -built date. 2, All state plane coordinates shall be based on the Florida State Plane Horizontal Data (East Zone); or Florida High Precision Geodetic Network (superstation) and NAD 83/1990 - final adjustment. 3. All elevations shown shall lore based on 1929 NGVD, 4, All incoming as -built drawings shalt be received on 3 1/2' diskette, (NOTE: Prior to submitting the CAD drawing on 3 1/2' diskette, one (1) copy of each as -built shall be submitted for review and approval. After at( approvals, two (2) signed and sealed copies of each as -built shall be submitted, 5, AU engineering or surveying as -built drawings shall be tied to a minimum of one permanent reference monument (P.R.M.) that shall be tied to a minimum of one section corner or one -quarter (1/4) section corner whichever is closest to the project. State plane coordinates shalt be physically shown on the drawing next to the P.R.M. used. 6. All utility as -built construction located within the rights -of -way, easements and alike shall be tied to the respective rights -of -way, easements, etc„ every 1,000 feet and change of direction. 7, All utility as -built construction plans that are located within a distance of one mile from any GPS control project monuments shalt tie into this project from one (1) on -site Permanent Reference Monument (P.R,M,), subdivision corner, or site plan project corner. 8. All as -bunts shall clearly depict as -built utility lines that were constructed along with their respective easement (if required), As -bunts will not be accepted unless the verbiage "PROPOSED" and/or "T❑ BE CONSTRUCTED" have been revised to read "AS -BUILT'. As -built Construction drawings with to be constructed terminology will not be accepted, 9. All as-builts shall be certified by the contractor's surveyor, "AS -BUILT" REQUIREMENTS ASBUILT 8" PLUG T.O.P. EL. 4.63 NOTE: A MINIMUM TEXT SIZE OF 1/8" l SHALL BE REQUIRED ON ALL ASBUILT 8" G,V, ASBUILT SURVEY'S. T.O.P. EL. 4.40 R/W ASBUILT 8" 90° BEND 7' T.O.P. EL. 4.42 ASBUILT 8" FORCE MAIN ASBUILT 8" 22 1/2` BEND F.M. UNDER W.M. T.O.P. EL. 4.89 W/ENCASEMENT W.M. T.O.P. EL. 6.44 -- ASBUILT 8' 22 1/2°BEND F.M. UNDER SAN. S. STA. 2+75 F. M. UNDER TEL F.M. T.O.P. EL. 5.35 TO TEL. EL. 6.25 7L�C1 T T.O.P. EL. 6.52 F.M. T.O.P. EL. 5.50 SAN. S. T.O.P. EL. 6.40 - ASBUILT TEE ASBUILT 8" SLEEVE 3" P, V , T.O.P. EL. 5.32 I CORNER 8" SAN. S. (EXISTING) 'T ASBUILT 8' G,V, T.O.P. EL. 4.40 NOTES 1, ITALICIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION TO BE PROVIDED BY THE CONTRACTOR'S SURVEYOR TO OWNER'S ENGINEER ON REPRODUCIBLE "AS -BUILT" SURVEY DRAWINGS; ALL "AS -BUILT" SURVEY'S TO BE SIGNED, SEALED AND DATED, 2, THE LOCATION OF ALL FITTINGS, VALVES OR OTHER UNDERGROUND PIPELINE APPURTENANCES SHALL HAVE A DOUBLE SWING TIE TO PERMANENT REFERENCE POINTS, SiONTRACT❑R TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. 4,AS-BUILT" UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE, EXISTING UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. TYPICAL AS-BUILT" NOTATIONS A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS GREATER THAN 8' DIAMETER, BY THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES AND FIRE DEPARTMENTS SINCE OTHER METHODS MAY NOT REMOVE LARGE ROCKS, CANS, BOTTLES, AND OTHER DEBRIS FROM MAINS, ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES MUST BE INSPECTED AND TESTED TO ENSURE THAT NO F❑REIGN OBJECTS ARE IN THE FIRE FLOW. BEND & PIPE MAY BE USED FOR FULL FLOW EXIST. MAIN EXIST, GATE NOTES 1, A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE FLUSHING POINT THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P,S.I, 2. PR❑VIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 3. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 36 HOUR NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. NOTE: 1. TRACE WIRE IS REQUIRED ON ALL PIPE 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), WRAP W/3 ALTERNATING LAYERS OF SCOTCH "33" TAPE & COVER WITH SCOTCH WATERPROOFING COMPOUND. 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP 6. VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. TO PUT CONTINUOUS TRACE WIRE UNDER BOLT, FIRST LOOSEN NUT, THEN STRIP 3" MIN., WRAP ONCE STRIP 3/4" OF MAIN AROUND BOLT, 1 TWIST, 2 WRAPS WIRE & 4" OF BRANCH 3/4"_ WIRE "DO NOT CUT WIRE" TIGHTEN NUT AFTER WRAPPING r -T- TRACE WIRE AROUND THE BOLT. MIN. 5 WRAPS SOLDER MAX. 10 WRAPS BRANCH SPLICE DETAIL FINISH GRADE PUT WIRE UNDER BOLT SEE DETAIL ABOVE. CONTINUOUS #10 THHN MULTIPLE STRANDED 4" MIN. COPPER TRACE WIRE "r= HALF HITCH -/ HALF HITCH ON BEHIND EACH EACH SIDE OF BELL. ALL VALVES FINISH GRADE EP-- %\% METER BOX \ BRANCH SPLICE AT ALL TEES. A\' FIRE HYDRANTS & SERVICE TAPS #gi�10 THHN MULTIPLE STRANDED (COPPER TRACE WIRE. HALF HITCH AT ALL SERVICE TAPS, & EACH END OF ALL FITTINGS. � rA/ I �" N�V, V� flyh •h HOME OF PELICAN ISLAND Sebastian Municipal Airport City of Sebastian THE IL LPA GROUP TRANSPORTATION CONSUTANTS ATLANTA, GA • CHARELSTON, SC • CHARLOTTE, NC CHICAGO, IL • COLUMBIA, SC • GREENSBORO, NC KNOXVILLE, TN *MOBILE, AL *MYRTLE BEACH, SC ORLANDO, FL * RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL a WEST PALM BEACH, FL Serving Florida Since 1911 ® 2001 by CAI CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET, VERO BEACH, FL 32960 561-562-4191 FAX: 561-562-7180 Signed by. STRVE SNOBERGER, P.E. FL. REG # 35636 Checked by. Designer: I SDS Project Number: Technician: 01-114E MY KEY PLAN M U M M �r M U C3.12 M M V M U O M fJ z rn C3.6-1 W conV M W C3.6 M U V M V M ki U C3.2 No. Description Date By 1 lComments per Utility Department 1 /23/03 IRNHI Project Name: ACCESS ROADS WATER AND SEWER Drawing Name: WATER AND SEWER PLAN GENERAL DETAILS F.D.O.T. PROJECT NUMBER: 236230-1-"-01 Autocad Drawing Reference: E 116"2 Date: Sheet Number: DECEMSIM 2001 Scale: Drawing Number: PERT. = N/A HOR. = N/A C3.17 FOUR HYDRANT GUARDS M.J. AS REQ'D, BY IRCDUS SEE NOTE I(BELOW) 90? 6" ANCHOR COUPLIN� SEE NOTE 5 ` (BELOW) A C❑RP❑RATION STOP SHALL BE INSTALLED WITH A 45? LENGTH OF 1" COPPER TUBING EXTENDING ABOVE THE GROUND, THE TUBING SHALL BE INSTALLED WITH A 180° BEND. ` GATE VALVE 1" GATE VALVE 1" COPPER TUBING 24' X 24' X 6" THICK CONCRETE PAD AT MECHANICAL JOINT 6" EACH VALVE BOX WITH (1) - NO, 3 0 ANCHOR TEE FOR 6" 3 CONTINUOUS, (SHALL BE 36' X 36' IF GATE VALVE. LOCATED IN TRAFFIC WAY,) M,J, ' —VARIES---- -- �/ 6" (MIN_Z GRADE WATER MAIN PLAN VIEW � N CONCRETE THRUST o' BLOCK PUMPER NOZZLE W (� WATER FACING ROADWAY Q CORP❑RATION STOP VALVE BOX ACCESS `O WITH P,V.C, PLUG GRADE n1 WHEN ABANDONED DIRECT f WATER MAIN CONNECTION <� (ANCHOR TYPE) Zo o N u - 6" G,V, RESTRAINED _�> !-,! JOINTS - ...;.• TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE 6" PIPE MATERIALS AS APPROVED BY I,R,C.U.D, - or stTTAN 'h HOME OF PELICAN ISLAND Sebastian Municipal Airport City of Sebastian THE LPA IL I Imo... GROUP =' TRANSPORTATM CONSULTANTS ATLANTA, GA a CHARELSTON, .SC a CHARLOTTE, NC CHICAGO, IL • COLUMBIA, SC • GREENSBORO, NC KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC ORLANDO, FL • RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL a WEST PALM BEACH, FL Serving Florida <: 1.5 CU. FT, NOTES; Since 1911 �./ CONCRETE TEMPORARY SAMPLING POINT NOTE:VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER. 1. ALL: FITTINGS FOR CHANGES IN ALIGNMENT OR PIPE SIZE AND TYPE; VALVES; PLUGS; 02001 by CA{ WATER MAIN B�N❑CRETE THRUST UNDISTURBED CAPS; ETC. SHALL BE RESTRAINED IN LIEU OF THRUST BLOCKING. S❑IL 2. ALL JOINTS LOCATED BOTH UPSTREAM AND DOWNSTREAM OF RESTRAINED FITTINGS SHALL CARTER ASSOCIATES, INC. CROSS S E C T T ❑ N ALSO BE RESTRAINED WITHIN THE PIPE LENGTHS AS SHOW IN THE ABOVE TABLE. CONSULTING ENGINEERS AND LAND SURVEYORS VALVE 0 PA ® 3, THE RESTRAINT LENGTHS ABOVE ARE FOR USE WITH A MAXIMUM 150 PSI TEST PRESSURE 1708 21st STREET, VERO BEACH, FL 32960 S NOTE561-562-4191 FAX: 561-562-7180 WITH PIPE BURIED IN GRANULAR, COHESIVE SOILS, IF CLAY OR LOSE SOILS ARE L HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON ENCOUNTERED, THE ENGINEER SHALL BE CONTACTED FOR APPROPRIATE RESOLUTION Signed by. PIPE FILLED w/ CONCRETE, GUARDS TO BE PAINTED SAME AS HYDRANT, OF RESTRAINT METHOD PRIOR TO FINAL BACKFILLING OF THE MAINLINE. 2. OF THE PUMPER CONNECTION SHALL BE 18" MIN, ABOVE THE Q OF THE NEAREST ROADWAY OR FINISH GRADE, RESTRAINED JOINT SCHEDULE 3, ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN- DARLING B-84-B,MUELLER A423 OR CLOW MEDALLION F2545, STRVE SNOBERGER, P.E. FL. REG # 35636 4, ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF Checked by. Designer: APPROVED BY IRCDUS. 5, COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN WS MIS LIEU OF ABOVE, PUSH -ON TYPE CONNECTIONS 6, FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE Project Number: Technician: OF PAVEMENT WHERE POSSIBLE, 01—'114E Kt.Y 2' G.V. 2' SCHs 40 GALV. ASPHALT SURFACE � (TYP.)T or Wye (TYP.) PRESSURE GAUGE PE PIPE MJ PIPE KEY P LA N FIRE HYDRANT DETAIL 2° METER (SEE NOTE 7) � 36" SQUARE � I i i (TYP.) c LMECHANICAL CONNECTIONS RESTRAINT HARNESSES W WITH RESTRAINT 2' SERVICE EXISTING GRADE 18' MAX XXF ° ' ° • ° , ° , •(1) - N❑. 30 �� V p SADDLE 18' MIN P > M °X °' 'x °� ° CONTIN, RESTRAINED LENGTH IN FEET L XX- ; X° - -° -- -- - — --- ---- — ,. ° ° X X,° X° In M.J.G.V. FORD FB 1700 __In J SLIDE TYPE 0 2° CORP. STOP LIMEROCKv M 0 BASE VALVE BOX RESTRAINED LENGTH IN FEET "L" 'a NEW W.M. TYPE I (AT EACH END OF PE PIPE) v _TIE-IN VALVE TO BE CLOSED AND LOCKED. PIPE DIA. (INCHES) TRAFFIC BEARING UTILITY FINISHED GRADE „ BOX AND TOP WITH LIFTING EXISTING WATER MAIN LENGHT L OF D.I.P. DEVICE IN TOP. IDENTIFY7 SECTION UTILITY 2" MIN, — GRADE NOTES �— 24" SQUARE LENGHT "L" OF P.V.C. 1 TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY Restrained Length In Feet Each SideOft Restrained Length In Feet For Reducer PIPE DIAMETER (INCHES) D. I. P. P. V. C. PIPE DIAMETER CINCHES) 90' 45° 22 `/2 11 X, 90° 45° 22'/. 11 /4 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" 3" 30' 15' 10, 5' 40' 20' 10, 5' 3" 0 0 0 0 0 0 0 0 0 0 4" 35' 15' 10` 5' 55' 25' 15' 10' 4" 40' 0 0 0 0 0 0 0 0 0 6" 55' 25' 10' 5' 80' 35' 20' 10' 6" 50' 45' 0 1 0 0 0 0 0 0 0 8" 65' 30' 15' 10' 90' 40' 20' 10, 81" 75' 70' 40' 0 0 0 0 0 0 0 10" 80' 35' 20' 10, 110' 50' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' 10, 130' 55' 30' 15' 12" 120' 115' 100' 75' 40' 0 0 0 0 0 16'" 120' 50' 25` 15' 165' 70' 35' 20' 16"' 160' 155' 140' 125' 100' 70' 0 0 0 0 20" 150' 65' 30' 15' 200' 85' 40' 20' 20 200' 195' 185' 170' 150' 130' 75' 0 0 0 24" 180' 70' 35' 20' 210' 90' 45' 25' 24" 160' 155' 150' 140' 135' 120' 90' 50' 0 0 30" 190, 80, 40' 20, 250' 105' 50' 25' 301' 195' 190' 185' 180, 170' 160' 120' 105' 70' 0 36" 220' 95' 45' 25' 0 0 0 0 36" 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42" 245' 105' 50' 25' 0 0 0 0 42" 245' 240' 235' 230, 225' 220' 205' 180' 155' 105' 48" 260' 120' 60' 30' 0 0 0 0 48" 255' 250' 245' 240` 235' 230' 215' 195' 175' 125' Restrained lengths for valves, dead ends and branches from tees shalt be the same as for 90° (degree) bends 4" 6" 8" 10" 12" 16" 18" 15' 25' 30' 35' 42' 55' 72' 25' 35' 45' 53' 65' 72' 95' M C3.12 eli v Ni v 0 rn GRADE (ROADWAY) CS WALE) AND IN THE PRESENCE OF THE ENGINEER OF RECORD. ° v R-0 z 0!C3.6-1 2. LINES TO BE OPEN FLUSHED SHALL BE 6' DIAMETER OR GREATER, yea _e� U MISCELLANEOUS NOTES: CONCRETE ONE (1) y NO, 30 RESTRAINED JOINT SCHEDULE AT 0) ^:=+• ;• 1. A temporary jumper connection is required at ail connections PAD CONTIN. 0) V between existing active water mains and proposed new water � `'•' •'` gain improvements. is to be for fitlin P. PIPE TO SELL %{'• !:': 2, The Tem orar Jumper detail used P Y P g SLIDE TYPE SHORT BODY 1/2" P,V,C, any new water main of any size from the existing active water VALVE BOX SEWAGE, AIR RELEASE VALVE •�� :';�• -•-.1,_ AND FITTINGS mains and for the Rushing of new mains up to 4" diameter (2.5 FPS minimum velocity) and for pulling bacteriological samples from TYPE II AND SPIGOT CONNECTIONS =? from any new water main of any size. `d b► 4' -0" MIN. 3. The jumper, connection shall be maintained until after the V 2" DIAMETER filling, flushing, testing and disinfection of the new main has been STAINLESS STEEL successfutty completed and clearance for use from the OR BRASS �; 2" DIAMETER Florida Department of Environmental Protection (FDEP) and other M _ pertinent agencies has been received. Adequate thrust POLYETHYLENE - ►� NIPPLE r STAINLESS STEEL blocking and/or restraints shall be provided temporarily, as (VISQUEEN - CAST IRON STAY -PUT COVER WITH U ={-s ' OR BRASS required. ❑R EQUIVALENT) RAISED LETTERS MARKED: "WATER" °• \ ,;t NIPPLE 4, Pipe and fittings used for connecting the new pipe to the shall be disinfected to installation " Longer Tee Bolts 6 & 8 Restrainer m g C3.2 2° STAINLESS STEEL ;.t i:., existing pipe prior EDITION. The Gland or All —Thread Rod in accordance with AWWA C651, LATEST tapping sleeve With Nuts (Epoxy Coated) DOUBLE STRAP r� ..3a 2" BRASS CURB and the exterior of the main to be tapped shall be disinfected REVISM SERVICE SADDLE - STOP by spraying or swabbing per Section Two of AWWA C651 %DUCtIIe Iron 5. The Jumper connection shall also be used to maintain a minimum r / M.J. Bell pressure of 20 PSI in the new mains continuously after ° .°•,° ' M.J. asket NO. Description Date By disinfection and until F,D.E.P clearance letter is obtained, ; •_� , PROVIDE OFFSET 6, The Contractor shalt provide documentation demonstrating that the double check backflow prevention device is in good working ° • ° • 'a", ' , HDPE CUT OUT FOR OD z order at the time of installation and provide documentation that the _ W Pipe OF MAIN double check backflow prevention device has been tested and is in > good working order one year from installation by a qualified back TYPE PE I TYPE II U Heat Fusion D - ---i flow technician as approved by Indian River County's Utility Engineer, Joint z L 7, Except as required to flush tines greater than 4" diameter, the g tie-in valve shall remain closed and shalt be locked in the Project Nome: 1/2 CUBIC YARD closed position by the utility company. The tie-in valve shall � 3/4' GRAVEL OR remain locked closed until the new system has been cleared for DRAIN ROCK use by FDEP and all other pertinent agencies. 8. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the Contractor shall remove the temporary NOTES jumper connection. The corporation stops are to be closed and plugged with 2' brass stops. 9. All installation and maintenance of the temporary jumper 1. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND connection and associated backflow prevention device, fittings P ACED AT SUMITS MI N THE SYSTEM valves, etc., shalt be the responsibility of the Contractor. Nominal O.D. (Actual) Dimension Ratio WPR* psi 0 73.4' F Dimensions, inches Weight ems' A B C D L 6" (6.9) 11 160 6.90 8.63 6.90 7 10 8 8" (9.05) 11 160 9.05 10.75 9.05 7 10 10 ACCESS ROADS WATER AND SEWER Drawing Name: WATER AND SEWER PLAN L APPURTENANCES 2, SEE TRACER WIRE DETAIL. 10, If the water main to be flushed is larger than 4" diameter or such length that a full pipe flush at the 2.5 FPS velocity NOTES cannot be accomplished, the following procedure shalt be utilized, DETAILS a) Install pressure gauges as indicated on detail. b) Open all downstream valves in the new system prior to flush. 1. ADAPTERS SHALL BE FURNISHED AND HEAT —FUSED ONTO EACH END OF THE F.D.O.T. PROJECT NUMBER: c) Flush new water main thru tie-in valve maintaining a+ 10 PST pressure differential DIRECTIONAL BORINGS, 2��—�"&i'� between gauges during flush. 2. ADAPTERS SHALL BE SDR-11, H.D.P.E., WITH STAINLESS STEEL PIPE STIFFNERS. AUTOMATIC SEWER AIR RELEASE VALVE DETAIL dTie-in valve shall be operated by county personnel, in the presence of the engineer ADAPTERS SHALL BE RATED FOR 160 PSI WORKING PRESSURE AND SHALL BE Autocad Drawing Reference: 1) E—W-02 of record to insure that the required pressure differential is maintained. j� BOX VALVE E /'� N D FULLY RESTRAINED AGAINST INTERNAL THRUST FORCES. Date: Sheet Number, DECENBM 2001 TEMPORARY JUMPER DETAIL HEAT FUSED — M.J. ADAPTER DETAIL Scalev Drawing Number: T. - N C3.18 HOR. = N/A GRADE ROADWAY CONCRETE PAD 30° SQ, X 4" MIN THICK W/ (1) No, 34 C❑NT 2" LOCKING CURB STOP W/ P,V,C, PLUG COMPRESSION °) FITTINGS I 2" CORPORATION STOP RESTRAINED PLUG CM J ) • P,E, GOOSENECK 3' GRADE (SWALE) LONG (MIN.) OR SWING JOINT OR APPROVED \ \o� EQUAL BY IRCDUS -- u MIN, ❑ R 2- CORP. STOP APPROVED )° °I ° METER BOX 12' MIN, I D, • -•— 1 C.F. 3/4" ° °• ° GRAVEL OR CRUSHED ROCK • ° 2" POLYETHYLENE R HORIZONTAL DISTANCE EQUAL TO DEPTH OF COVER /, / '.off �::; °/. 300MIN. /!P CONCRETE POURED TO UNDISTURBED \ `. \ \ `. D : \ `. \' PRESSURE -TREATED S❑IL - ---- --------------- --\ 14\ . \ . \4 . \ PLYWOOD NOTES \\ 1, COAT ALL EXPOSED THREADS WITH COAL TAR ENAMEL BEFORE BACKFILL, 2, THRUSTBLOCK HEIGHT EQUAL TO PIPE DIAMETER 3, BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED BY I,R,C.D,U,S, 4. ECLIPSE NO. 85 BLOW -OFF AS MANUFACTURED BY JOHN C, KUPFERLE FOUNDARY CO,, ST. L❑UIS, MO, MAY ALSO BE USED, 5, THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE IRCDUS. ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS, Nuffamoyssm ►�I1MS PROPERTY LINE METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT-❑F-WAY UNLESS ❑THERWISE CURB LOCKR❑P DIRECTED BY IRCDUS (TO ACCOMMODATE — APPROVED METER BOXES PROPOSED METER)HALL BE "CDR SYSTEMS CORP,'C❑POLYMER CONCRETE & FIBERGLASS 2'-0" j ROADWAY 2'-0" FINISH GRADE ------------ - --- X T 12' LONG S RVICE SHORT — STAINLESS STEEL SERVICE DOUBLE STRAP SERVICE SADDLE FITTINGS WATER MAIN AS REQ'D, IN LINE DUAL CHECK BY. IRCDUS METERS (SEE NOTE 6) 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIUM OF 18" ON CENTER, 2 SERVICES REQUIRE 36-INCHES MINIMUM COVER, 3, MINIMUM SERVICE SIZE NOT LESS THAN V, DUAL SERVICES SHALL BE A MINIMUM 1-1/2" AND TRIPLE SERVICES SHALL BE A MINIMUM 2", QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS, 4, V & 1-1/2" LONG SERVICES REQUIRE A 2" MIN, I.D, CASING PIPE, 2" LONG SERVICES REQUIRE A 3" MIN, I.D, CASING PIPE. CASING PIPE SHALL BE SCH 40 P,V.C. 5 METERS GREATER THAN 2 INCHES SHALL BE MANUFACTURED BY HERSEY, MASTER OR APPROVED EQUAL BY THE I.R,CO, DEPT, of UTILITY SERVICES AND SUPPLIED BY APPLCANT. METERS 2' AND SMALLER SHALL BE SUPPLIED BY IRCDUS. 6, PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING PINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 7, CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED, WATER SERVICE CARRIER PIPE (ALL RESTRAINED) 20'-0' 21-6# Oil (TYP) 2'-6' CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS. CASING INSULATOR BY CASCADE WATERWORKS MFG. OR EQUAL. l� STEEL' CASING PIPE STAINLESS STEEL_ NUTS & BOLTS CARRIER PIPE NOTES 1, NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. METER BOX (MI" Tf-I-I I - - 1 -1 1111 BRASS L.LiI-r\11vu UU \, STOP (FORD OR MUELLER) WITH INTEGRAL METER COUPLING PLAN VIEW CENTER OPENING OVER METER(S) P.E. RVICE TERAL 1-1 / 2" MIN. CUSTOMERS METER PIPING BOX Q z (BY OTHERS) (SEE NOTE NO. 3) R co 4" MIN, GRAVEL — ..--.- ' OR CRUSHED ROCK CROSS SECTION NOTES Cz w a U 1, METERS OVER 2" MUST BE APPROVED BY I,R,C,D,U,S, AND INSTALLED BY CONTRACTOR, 2. ALL METERS 2" AND SMALLER WILL BE SUPPLIED AND INSTALLED BY I,R.C.D,U,S, 3, MINIMUM SIZE OF METER BOXES 1" SERVICE (12" X 20'); 1-1/2" AND 2" SERVICE (17' X 28"), 4, METERS GREATER THAN 2" SHALL BE MASTER METER OR COMPOUND AS REQUIRED AND APPROVED BY I.R,C,D.U.S. 1JUl. 11LG 1NUI9 1 U L-^ I G111.0 VUl. 11LC iKUN 1.6.J. ONE LENGTH MINIMUM PRESSURE CLASS 350 PIPE CARRIER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS 8' 16' .3125 NOTE, IF EXTERIOR JOINT RESTRAINERS ARE REQUIRED, THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. ❑THERWISE USE RESTRAINED LOCKING GASKETED JOINTS. CASING INSTALLATION DETAIL Sebastian Municipal Airport City of Sebastian THE IL LPA _ GROUP TRANSPORTATION CONSUTANTS ATLANTA, GA * CHARELSTON, SC * CHARLOTTE, NC CHICAGO, IL * COLUMBIA, SC * GREENSBORO, NC KNOXVILLE, TN*MOBILE, AL *MYRTLE BEACH, SC ORLANDO, FL * RALEIGH, NC * RICHMOND, VA SARASOTA, FL * TAMPA, FL * WEST PALM BEACH, FL Serving Florida Since 1911 ® 2001 by CAI CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET, VERO BEACH, FL 32960 561-562-4191 FAX: 561-562-7180 ned by. STEVE SNOBERGER, P.E. FL. REG # 35636 Checked by. Designer: SODS WS Project Number: Technician: 01-114E KLY KEY PLAN so Ni U M " M M U C3.12 M r M U I M U O I M U Z I rn C3.6-1 J w M U 0 C3.6 C3 ki U M U wi U M M U C3.2 No. Description Date By 1 1Cornments per Utility Department 1/23/03 1 RNH Project Name: ACCESS ROADS WATER AND SEWER Drawing Name: WATER AND SEWER PLAN APPURTENANCE & SERVICE DETAILS F.D.O.T. PROJECT NUMBER: 236230-"4-01 1A.utocad Drawing Reference: E-M-02 Dote: Sheet Number: DECENBER 2001 Scale: Drawing Number: VERT. = N/A ��. HOR. = N/A CRUSHED STONE SURROUNDING BALES PUMP HOSE OR PIPE--\ A CURB, EDGE OF ROADWAY, OR STRUCTURE PUMP HOSE OR PIPE — BALES OF HAY OR STRAW— * SPECIFIC DESIGN DETAILS AND DIMENSIONS TO BE PROVIDED BY THE CONTRACTOR. BALL`j OF HAY OR STRAW AN SILT WATER LEVEL DISCHARGE PIPE L EXISTING GRADE VARIES SECTION A —A DEWATERING STRUCTURE N.T.S 55 GAL. DRUM INSTALL BAFFLE- 1/4" PLATE WITH 1 -1 /2" 0 HOLES 3" O.C. EA. WAY O O O STORM SEWER INLET GRAVEL INLET FILTER (SEE EXIST. CATCH BASIN FILTER DETAIL) HAY OR STRAW BALES STORM SEWER INLET PERFORATE SIDES OF DRUM ABOVE BAFFLE WITH 3/4"0 HOLES 8" O.C. EA. WAY WELD 4 CLIPS TO DRUM TO SUPPORT BAFFLE NOTE: FOR USE WHEN PUMPING RATE IS 20 GPM OR LESS SEDIMENT TRAP DETAIL N.T.S. WOODEN POST WIRE FENCE MIRAFI 140 1 OR EQUALIVA FLOW _ EMBEDDING DETAIL FL( 2"x2"x4' WOODEN STAKES (2 FOR EA. BALE) TYPICAL SILT FENCE DETAIL N.T.S. WOODEN POST MIRAFI 140 FABRIC OR EQUALIVALENT HAY HAY BALES (TYP.) ANCHOR PINS (TY1 PLAN 9 n'—n- AAIM TO BE EMBEDDED WHENEVER POSSIBLE WELL GRADED GRAVEL OR RUBBLE EXISTING STORM SEWER INLET EXISTING GRADE SECTION A —A EXISTING CATCH BASIN FILTER DETAIL N.T.S. A. C. ALLOW 4" MIN. SOIL EROSION AND SEDIMENT CONTROL DOTES: 1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE INSTALLED PRIOR TO 10. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE LOCATED IN THE ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED FIELD AS REQUIRED OR AT THE DIRECTION OF THE OWNER OR HIS AUTHORIZED REPRESENTATIVE. UNTIL PERMANENT PROTECTION IS ESTABLISHED. THE CONTRACT DRAWINGS ARE NOT INTENDED TO SHOW THE LOCATION AND DETAILS FOR ALL SUCH DEVICES BUT ARE TO BE USED AS A REASONABLE GUIDE. 2. ANY DISTURBED AREAS THAT WILL NOT RECEIVE PERMANENT RESTORATION WITHIN TEN (10) DAYS (OR 72 HOURS FOR SLOPED BANKS OF 3:1 OR GREATER) AFTER 11. UPON COMPLETION OF CONSTRUCTION WORK AND AFTER FINAL GRADING AND WHEN FINAL GRADING, AND NOT SUBJECT TO CONSTRUCTION TRAFFIC, WILL IMMEDIATELY PERMANENT STABILIZATION HAS BEEN ESTABLISHED, ALL BALES, SILT FENCES AND OTHER EROSION RECEIVE A TEMPORARY COVER. THE DISTURBED AREAS WILL BE MULCHED WITH CONTROL INSTALLATIONS WILL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR. STRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) TONS PER ACRE IN ACCORDANCE WITH F.D.O.T. STANDARDS. 12. ALL EXCESS EXCAVATED MATERIAL, EXCEPT FOR TOP SOIL, WILL BE REMOVED FROM THE SITE BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 3, PERMANENT VEGETATION SHALL BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN TEN (10) DAYS AFTER FINAL GRADING. MULCH SHALL BE USED AS NECESSARY FOR 13, CATCH BASIN INLETS MUST BE PROTECTED PRIOR TO START OF CONSTRUCTION. PROTECTION UNTIL SEEDING IS ESTABLISHED. 14. THE CONTRACTOR SHALL MEET THE OWNER'S REPRESENTATIVE ON -SITE TO DEFINE THOSE AREAS 4. ALL INSTALLATIONS SHALL BE CONDUCTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, WHICH WILL REQUIRE SOIL EROSION AND SEDIMENT CONTROL INSTALLATIONS NEEDED SECTION 104, "PREVENTION,CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION". TO PROVIDE THE REQUIRED EROSION AND TURBIDITY CONTROL. 5, IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL 15. THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION AND AREAS SUBJECT TO EROSION (I.E.; STEEP SLOPES AND ROADWAY EMBANKMENTS) EROSION CONTROL INSTALLATIONS FOR REVIEW AND SUBMITTAL TO THE OWNER. WILL RECEIVE A TEMPORARY COVER OF STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF TWO (2) TONS PER ACRE. 16. ALL SOIL EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE IN PLACE PRIOR TO, OR IMMEDIATELY FOLLOWING SITE CLEARING. 6. ANY STEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACKFILLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I.E.; SLOPES GREATER THAN 17. ALL SOIL EROSION AND SEDIMENT CONTROL INSTALLATIONS SHALL BE LEFT IN PLACE 3:1) AND MAINTAINED; INCLUDING SILT AND SEDIMENT REMOVAL, UNTIL CONSTRUCTION IS COMPLETED, THE AREA IS RESTORED AND THE PROPOSED WORK IS ACCEPTED. 7. THE OWNER OR HIS AUTHORIZED FIELD REPRESENTATIVE SHALL BE NOTIFIED 72 18. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTER HOURS IN ADVANCE OF ANY LAND CLEARING ACTIVITY. AREA. SEDIMENT FILTER SHALL BE INSTALLED IN ACCORDANCE WITH THE 8. AT THE TIME WHEN THE SITE PREPARATION FOR PERMANENT VEGETATIVE CONTRACT DOCUMENTS AND THE DETAILS OF DESIGN AND CONSTRUCTION SHALL BE STABILIZATION IS GOING TO BE ACCOMPLISHED, ANY SOIL THAT WILL NOT PROVIDE PREPARED AND SUBMITTED BY THE CONTRACTOR TO THE ENGINEER AND THE COUNTY A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGATIVE GROUND COVER, SHALL FOR REVIEW. BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST THE SOIL 19. DURING CONSTRUCTION, THE CONTRACTOR SHALL NOT DISTURB AREAS BEYOND THE CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE COVER. IF THE REMOVAL OR PROPERTY LINE ADJACENT TO THE CONSTRUCTION AREA, OR OUTSIDE THE 30 FOOT TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON -VEGETATIVE WIDE CONSTRUCTION CORRIDOR WHEN WORKING IN WETLANDS. MEANS OF PERMANENT GROUND STABILIZATION WILL HAVE TO BE EMPLOYED. A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGETATIVE GROUND COVER, SHALL 20, THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO INSURE THAT ANY MUD, SILT, BROKEN CONCRETE, ETC, DOES NOT ENTER EXISTING ACTIVE WATER COURSES 9. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO MAINTAIN DUST CONTROL. DURING THE CONSTRUCTION. DIRT HAUL ROADS SHALL BE SPRINKLED WITH WATER OR GIVEN A SURFACE OF CRUSHED STONES OR WOODCHIPS AS REQUIRED. VEHICLES SHALL BE CLEANED, AS NECESSARY, PRIOR TO USING PUBLIC STREETS. PAVED ROADS SHALL BE SPRINKLED WITH WATER. PREPARE ANCHORING TRENCHES AT THE TOP AND BOTTOM OF SLOPES. BURY THE TOP ENDS OF THE MATTING STRIPS IN A TRENCH 4 INCHES OR MORE IN DEPTH. D. PLACE STAPLES 4 TAMP THE TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES. 10 INCH SPACING 4 INCHES DOWN FROM TRENCH. '• ! ''� f ! ` � is ` 10 I o TYPICAL STAPLES (8 GA. WIRE N.T.S. NFOR STOCKPILING ERODIBLE MATERIAL FOR EXTENDED PERIODS THE AREA SHALL BE SEEDED AND MULCHED VFW .� �. �► ! MAINr A N.T.S OVERLAP —BURY UPPER END OF LOWER STRIP AS IN "A" AND "B" OVERLAP END OF TOP STRIP 4 INCHES AND STAPLE AT 10 INCH INTERVALS. EROSION STOP —FOLD OF MATTING BURIED IN SILT TRENCH AND TAMPED. DOUBLE ROW OF STAPLES. EROSION STOPS SHOULD BE INSTALLED AT THE MIDPOINT OF SLOPES GREATER THAN 50 FEET IN LENGTH; OR AT 50 FOOT INTERVALS MEASURED FROM TOP OF SLOPES GREATER THAN 100 FEET IN LENGTH. NOTES: APPLICABLE FOR JUTE MESH OR BIODEGRADABLE MESH NETTING. LIME, FERTILIZE AND SEED IN ACCORDANCE WITH THE SEEDING SPECIFICATION EXCEPT THAT FOR JUTE MESH. ONE HALF OF THE SEED MAY BE APPLIED PRIOR TO LAYING THE MATTING AND THE REMAINING SEED APPLIED AFTER LAYING THE MATTING. ilia I I we] SEQUENCE OF CONSTRUCTION: 1. CONSTRUCT SILT BARRIERS ALONG ALL SLOPED EXCAVATIONS IN ACCORDANCE WITH THIS PLAN. 2. INSTALL CATCH BASIN SEDIMENT CONTROL BARRIERS IN ACCORDANCE WITH THIS PLAN. 3. INSTALL SEDIMENT CONTROL BARRIER IN AREAS DEDICATED FOR STOCKPILES OF EXCAVATED MATERIAL IN ACCORDANCE WITH THIS PLAN. 4. EXCAVATE AND STOCKPILE EXISTING MATERIAL AS PRACTICAL. 5. CONSTRUCT GROUND WATER DEWATERING FILTERS AS REQUIRED AND AS INDICATED ON THIS PLAN. (DETAILS TO BE SUPPLIED BY THE CONTRACTOR). 6. COMPLETE UNDERGROUND CONSTRUCTION ACTIVITIES; EXCAVATION, BACK FILL AND COMPACT OF SOILS, BRINGING TRENCHES TO REQUIRED GRADE ELEVATION. 7. RESURFACE PAVED AREAS IMMEDIATELY UPON BACKFILLING WITH TEMPORARY OR PERMANENT ASPHALTIC PAVEMENT AS APPLICABLE, 8. RESURFACE VEGETATION AREAS UPON COMPLETION OF CONSTRUCTION ACTIVITIES WITH SOD OR APPROPRIATE VEGETATION. SLOPED AREAS SHALL BE REVEGETATED WITHIN 72 HOURS. �,�1>di 11r SIMI SFO HOME OF PELICAN ISLAND Sebastian Municipal Airport City of Sebastian THE IL LPA GROUP TRAWORTATM CONSUTAWS ATLANTA, GA • CHARELSTON, SC • CHARLOTTE, NC CHICAGO, IL • COLUMBIA, SC • GREENSBORO, NC KNOXVILLE, TN • MOBILE, AL • MYRTLE BEACH, SC ORLANDO, FL • RALEIGH, NC • RICHMOND, VA SARASOTA, FL • TAMPA, FL t WEST PALM BEACH, FL Serving Florida Since 1911 ® 2001 by CAI CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET, VERO BEACH, FL 32960 561-562-4191 FAX: 561-562-7180 Signed by. STEVE SNOBERGER, P.E. FL. REG # 35636 Checked by. Designer: WSi 'DS Project Number: Technician: 01-Tw KLY KEY PLAN to rri U U M a+i t3 C3.12 M r M � V M C� a ki U C3.6-1 J M V) V C3.6 Go �i v M C� v M v M M U C3.2 No. Description Date By 1 :1 a I WWI L D.O.T. PROJECT NUMBER: 236230-"4-01 utocad Drawing Reference: E-1168-02 ote: Sheet Number: MCE10111113M 2001 cote: VERT. N/A Drawing Number: = HOR. = N/A C3.20 PREFACE All projects and works on highways roads and streets shall have a traffic Control plan, All work shall be executed under the established plan and Department approved procedures. This index contains Information specific to the Federal and State guidelines and standards for the preparation of traffic control plans and for the execution of traffic control in work zones, for construction and maintenance operations and utility work on highways roads and streets. Index 600 provides Department policy and standards. Changes are only to be made thru Department approved procedures. Indexes 602 thru 651 provide typical application for various situations. Modification_ can be made to these Indexes as long as the changes comply with the M.U. L.C.D. and Department standards. The sign spacings shown on the Indexes are typical (recommended) distances. These distances may be increased or decreased based on field conditions, in order to avoid conflicts or to improve site specific traffic controls. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES The Florida Department of Transportation .has adopted the "Manual On Uniform Traffic Control Devices For Streets And Highways" (MUTCD) and subsequent revisions and addendum$ as published by the U.S. Department of Transportation, Federal Highway Administration, for mandatory use on the State Maintained Highway System whenever there exists the need for construction, maintenance operations or utility work. CHANNELIZING AND LIGHTING DEVICES Chonnelizing and lighting devices for work zone troffic control shall be as prescribed in Part = of the MUTCD, subject to supplemental revision and certification by the office of the State Traffic Engineer. Flashing_ Type A Low Intensity Flashing Warning Lights are to be moun ted on barricades drums, vertical panels or advance warning signs (except as noted below) and are intended to continually warn drivers that they are approaching or proceeding in a hazardous area. Fleshing lights shall not be used to delineate the intended path of travel, and not placed with spacings that will form a continuous line to the drivers eye. The Type A light will be used to mark obstructions that are located adjacent to or in the intended travel way. Type A lights shall not be used in conjunction with the first advance warning sign nor the second such sign when used. Type B High intensity Flashing Warning Lights shall be mounted on the first advanced warning sign and on the first and second advanced warning sign where two or more signs are used, this applies to all approaches to any work zone. CHANNELIZING AND LIGHTING DEVICE CONSISTENCY Barricades vertical panels, cones, tubular markers and drums shall not be intermixed within either the lateral transition or within the ABBREVIATIONS tangent alignmPnt Abbreviations assigned to the 600 series Roadway Design Standards and applicable totraffic control planunless otherwise identified in the a plans, are as follows: SIGHT. DISTANCE TO DELINEATION DEVICES TCP Traffic control plon(s) Transition tapers should be obvious to drivers. If restricted sight MUTCD 'Manua! On Uniform Traffic Control Devices For Streets And Highways' di5tonce is a problem (e.g., a sharp vertical or horizontal curve), TCZ Traffic control through work zones the taper should begin well in advance of the view obstruction. The L Taper length, buffer length or taper length plus buffer space beginning of tapers should not be hidden behind curves. W Width of taper transition in feet, i.e., lateral offset S Posted speed or off -,peak 85 percentile speed RPM Raised reflectorized pavement marker TMA Truck mounted attenuator CLEAR ZONE WIDTHS COMM Traffic Control Standards Committee The term 'clear zone' describes the unobstructed relatively flat area, impacted by construction, extending outward from the edge of the travel way. The table below gives clear zone widths in work zones for medians and roadside conditions other than for roadside canals. DEFINITIONS Regulatory Speed (in Work Zones The maximum permitted travel speed posted for the work zone as indicated by the regulatory speed limit signs. The work zone speed must be shown or noted in the plans. This speed should be used as a design speed to determine runout lengths departure rates flare rates lengths of need, clear widths taper lengths, crash cushion requirements, marker spacings, superelevotion and other similar factures. Advisory Speed The maximum recommended travel speed through a curve or a hazardous area. Travel We The intended path for vehicular traffic through or around obstructions in construction, maintenance, utility and other work zones on highways roads and streets. For traffic control through work zones travel way includes auxiliary lanes shoulders and any other permanent or temporary surface intended for the path of vehicular traffic. Detour A temporary travel way that branches from the direct or regular route of travel, to bypass a section of the route which is closed or blocked by construction, major mo°ntenonce, roadway damage or a traffic emergency and that rejoins the direct or regular route beyond that section. Above Ground Hazard An above ground hazard is any object, material or equipment other than traffic control devices that encroaches upon the travelwoy or that is located within the clear zone which does not meet the Departments safety criteria, i.e., anything that is greater than 4" in height and is firim and unyielding or doesn't meet breakaway requirements. ABOVE GROUND HAZARD Above ground hazards (see definitions) are to be considered work areas during working hours and treated with appropriate work zone traffic control procedures. During non -working hours all objects materials and equipment that constitute an above ground hazard must be stored/placed outside the travelwoy and clear zone or be shielded by a barrier or crash cushion. For above ground hazards within a work zone the clear zone required should be based on the regulatory speed posted during construction. CLEAR ZONE WiDTHS FOR WORK ZONES WORK ZONE SPEED (MPH) WIDTHS (FEET) 60-70 30 55 24 45 - 50 118 30 -40 14 ALL SPEEDS CURB & GUTTER 4' BEHIND FACE OF CURB REGULATORY SPEEDS IN WORK ZONES Traffic Control Plans (TCP$ for all projects must include specific regulatory speeds for each phase of work. This can either be the posted speed or a reduced speed. The speed shall be noted in the TCPs9 this includes indicating the existing speed if no reduction is to be made. Regulatory speeds are to be uniformly established through each phase. In general, the regulatory speed should be established to route vehicles safely through the workzone as close to normal highway speed as possible. On limited access facilities the posted speed for Work Zones should not be reduced below 55 MPH. On other facilities the regulatory speed should not be reduced more than 20 MPH below the posted speed and never below the minimum statutory speed for the class of facility. This reduction is to be done in l0 MPH per 500' increments. Temporary regulatory speed signs shall be removed as soon as the conditions requiring the reduced speed no longer exist. Once the work zone regulatory speeds are removed, the regulatory speed existing prior to construction will automatically go back into effect unless new speed 'limit signing is provided for in the plans. On projects with interspaced work activities speed reductions should be located in proximity to those activities which merit a reduced speed, and not "blanketed" for the entire project. At the departure of such activities the normal highway speed should be posted to give the motorist notice that normal' speed can be resumed. If the existing regulatory speed is to be used, consideration should be given to supplementing the existing signs when the construction work zone is between existing regulatory speed signs. For projects where the reduced speed conditions exist for greater than one mile in rural areas (non -interstate) and on rural or urbon interstate, additional regulatory speed signs are to be placed at no more than one mile intervals. Engineering judgement should be used in placement of the additional signs. Locating these signs beyond ramp entrances and beyond major intersections are examples of proper placement. For urban situations (non -interstate), additional speed signs are to be placed at a maximum of 1000' apart. When field conditions warrant speed reductions greater than those shown in the TCP the contractor may submit to the project engineer for approval by the Department, a signed and sealed study to justify the need for further reducing the posted speed, or, the engineer may T t request the District Traffic Operations Engineer (D OE) o investigate es gate the need. It will not be necessary for the DTOE to issue regulations I or regulatory speeds in work zones due to the revised provisions of F.S. 3I6.0745(2) (b), Advisory Speed plates will be used at the option of the field engineer for temporary use while processing a request to change the regulatory speed specified in the plans when deemed necessary, Advisory speed plotes cannot be used alone but must be placed below the construction warning sign for which the advisory speed is required, CONSTRUCTION SIGN SUPPORTS Al/ post mounted construction signs shall be installed on either round aluminum or steel channel post as specified in the table below, SUPPORTS FOR MAINTENANCE OF TRAFFIC SIGNS J 1 1 I SIGN SIZE SiGN BRACKET I ROUND ' 11 DEPTH IN STEEL - -- DEPTH IN GROUND 24"X36" 2-1 ALUM. 2.0"XI/8" GROUND 2'-0" CHANNEL 2.5 F/M 3'-0" 48"X48" 2-1 & 3 5"X3/16" 3'- 4" L DIAMOND_-1 I -l! ._� _---n 60nX48n 24_X30 I 3 -I 2-1 fr 3.5 X3/l6� 2.0 X1/8_ , n 3 -4 2' -0`� '� 2.54 FIM*_3' 3, -0rr _ -O" 48748" - - 2 -11 1 3.0 Xl/8 2' -6" k 2� -oil 60 X24 3 l 3.O Xr /8 2 6 3.0 ( 3' -0" C60`X36" _ _, 3 1�� _� 5°X /lb" - 3 4" _F/M 4.04 F/,1 � 3'^0" F/M Indicates Type F or Type M Requires twp 3.04 steel channel (F/M) of 2'-6" center to center. All sign brackets shall be Type I The total number of brackets shall be per post as tabulated, except the "Diamond" sign, which shall use two Type I brackets per post. The 4,04 steel channel shall be installed with approved breakaway bases. ROAD O END SIDEWALK CONSTRUDCTION CONSTRUCTION ❑ �4 CONSTRUCTION CLOSEQ 1000 FT I500 FT U G20 2 U 8/0 MOT 9 W20 1B W20 1C W 280o7A W21 1A 8/0 8/0 8/0 8/0 COLOR CODES Legend and/or Symbol Background 0-Orange (Reflectorized) R-Red (Reflectorized) 8-81ack (Non-Reflectorized) Y-Yellow (Reflectorized) W- White (Reflectorized) G-Green (Reflectorized) SIGN CODES AND DESCRi PTIONS G20 2 End Construction Sign MOT 9 Sidewalk Closed W20 /8 Advance Road Const /000 Feet W20 /C Advance Road Const /500 Feet W20 7A Adv Flogger Symbol W21 lA Worker Symbol Sign COMMONLY USED WARNING AND REGULATORY SIGNS IN WORK ZONES Warning Light 0 Min. Diameter -- M N FOR NIGHT USE STEEL DRUMS SEE NOTE 9 NOT PERMITTED CONES PLA57-IC DRUMS END CONSTRUCTI [p D 1000' Warning Light Warning 24"-.1 Light Warning Llght - r, 112" 112" OPTIONAL e" to le POST MOUNT A -FRAME VERTICAL PANEL TYPE I BARRICADE CHANNELIZING AND LIGHTING DEVICES SYMBOLS ® Work Area Sign With 18" x 18" (Min.) Orange Flag And Type 8 Light R 8 Type I Or Type Ii Barricade Or Vertical Panel Or Drum (With Steady Burning LightAt Night Only). Cones Or Tubular Markers May Be Used During Daylight Only. Work Zone Sign - - CO Co a _ a r2' Min. 8 8 8 8 8 8 8 i5' D 1 - - L i/////////////// I END CQNSTRUCTI O 500' / ROAD \ 1_ ISTRUCTIO 1500 FT J Maximum Spacing Between Devices (FT.) To Be Cones Or Tubular Markers At 25' Centers And Equal To The Speed Limit (MPH) But Not Greater Type l •Or Type lI Barricades Or Vertical Panels Than 25' For Cones Or Tubular Markers Or 50' Or Drums At 50' Centers For First 250', Thereafter For Type I Or Type 11 Barricades Or Vertical Cones Or Tubular Markers At 50' Centers And Panels or Drums. Type i Or Type lI Barricades Or Vertical Panels Or Drums At 100' Centers. GENERAL NOTES TYPE U BARRICADE ROAD iTRUCT I 500 FT or v HOME OF PELICAN ISLAND Sebastian Municipal Airport City of Sebastian THE ILPM.A LPA ® GROUP TRANSPORTAI" CONSUTANTS ATLANTA, GA • CHARELSTON, SC • CHARLOTTE, NC CHICAGO, IL • COLUMBIA, SC • GREENSBORO, NC KNOXVILLE, TN • MOBILE, AL o MYRTLE BEACH, SC ORLANDO, FL • RALEIGH, NC • RICHMOND, VA SARASOTA, FL •TAMPA, FL • WEST PALM BEACH, FL Serving Florida Since 1911 ® 2001 by CAI CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET, VERO BEACH, FL 32960 561-562-4191 FAX: 561-562-7180 Signed by: When Other Construction Or Mointainonce operations occur STEVE SNOBERGER, P.E. FL. REG35636 Within One (1) Mile, Sign(s) To Be Omitted And Signing To Checked by: Designer: Be Coordinated In Accordance With F.D.O.T. Index No. 600. 'his SIDS TYPICAL APPLICATIONS 1. All vehicles, equipment, workers (except floggers) and their 7. L (min)- I S for speeds a 45 mph activities are restricted at all times to one side of the G Utility Work roadway. Where Culvert Extensions 2. if the work operation does not exceed 60 minutes, traffic P W- Width of shoulder in feet, 8' minimum. S" Posted speed limit (MPH). Side Slope Work control will be in conformance with F.D.O.T. index No. 607. Guardrail Work 3. !f the work operation encroaches on the through traffic P 8. Arrows denote direction of traffic only and do not reflect pavement markings. Landscaping Work lanes or when four or more work vehicles enter the Cleaning Drainage Structures through traffic lanes in a one hour period a flogger shall 9. Longitudinal dimensions are to be adjusted to fit field Reworking Ditches be prodded and the advanced FLAGGER sign shall be substituted for the WORKERS sign. For location of f/aggers conditions. Sin Installation And Maintenance g and FLAGGER signs see F.D.O.T. index No. 603. f0. WORKERS sign to be removed or fully covered when no work Shoulder Repair 4. The first two warning signs shall have a le x /8"(min.) orange is being performed. flag and a Type 8 light attached and operating at ail times. !/. END CONSTRUCTION signs required only when work exceeds CONDITIONS Mesh signs may be used for (Daylight Only) operations one daylight period. WHERE ANY VEHICLE, EQUIPMENT, Type 8 Lights and Orange Flags are not required. f2. When o side road intersects the highway on which work is being WORKERS OR THEIR ACTIVITIES 5. The WORKERS legend sign may be substituted for the symbol sign. performed additional traffic control devices shall be erected In accordance with other applicable TCZ Indexes. ENCROACH THE AREA CLOSER THAN 5' BUT NOT CLOSER THAN 2' TO 6. All signs shalt be post mounted if the closure time exceeds 1-9hours. THE EDGE OF PAVEMENT a b 1 500, 1 500' ROAD /1 ISTRUCTIO 1000 FT TWO - LANE, TWO - WAY, RURAL, DAY OR NIGHT OPERATIONS (Work Vehicles With Floshin Warning Light(s) Operating) loot Min. loot Mini boo, 8 Work Area-___- loot Min. -Maximum Spacing Between Devices Shall Be Not Greater Than 25' SYMBOLS ® Work Area Sign With lex 18" (Min.) Orange Flag And Type B Light ® Type l Or Type U Barricade Or Vertical Panel Or Drum (With Steady Burning Light At Night Only). Cones Or Tubular Markers May Be Used During Daylight Only. [p Work Zone Sign LT' Flogger 1000 FT CONDI TIONS FOR ANY OPERATION THAT ENCROACHES IN THE AREA BETWEEN THE CENTERLINE AND A LINE 2' OUTSIDE THE EDGE OF THE PAVEMENT FOR A PERIOD OF l5 MINUTES OR LESS CONDITIONS Project Number: Technician: 01-"4E MY KEY PLAN _U M U M M M U C3,12 M M U I M U o_ M U 2 � rn C3.6-1 J i M � U 0 C3.6 W) U J.C32 FOR ANY OPERATION THAT ENCROACHES IN THE CO AREA BETWEEN THE CENTERLINE AND A LiNE 2' OUTSIDE THE EDGE OF THE PAVEMENT FEVISIOM FOR A PERIOD IN EXCESS OF 15 MINUTES BUT LESS THAN 60 MINUTES. No. Description GENERAL NOTES 1. All vehicles, equipment, workers (except flogger$) 3. The first two warning signs shall have an lex /8" (min.) and their activities are restricted at all times to orange flog and a Type 8 light attached and operating one side of the pavement. at all times. Mesh signs may be used for (Daylight Only) operations 2. Additional one-way control may be effected by the Type 8 Lights and Orange Flags are not required. (1) Flag -carrying vehicle (2) Official vehicle (3) Pilot vehicles (4) Traffic signals 4. The FLAGGER legend sign may be substituted for the symbol sign. When floggers are the sole means of one-way control the f/aggers shall be in sight of each other or in 5. Arrows denote direction of Traffic only and do not ref/act direct oon munloatlm at oil times. pavement markings. TWO - LANE, TWO - WAY, RURAL, DAYLIGHT OPERATIONS Project Name: ACCESS ROADS WATER AND SEWER Drawing Name: WATER AND SEWER PLAN TRAFFIC CONTROL F.D.O.T. PROJECT NUMBER: 236230-"4-01 Autocad Drawing Reference: E-'t168-02 Date: Sheet Number: DEtER 2001 Scale: VERT. N/A Drawing Number: = HOR. = N/A C3.2 LIMITS OF CLEARING AND GRUBBING CL PAVING AND PGL LIMITS OF CLEARING AND GRUBBING `L PAVING AND PGL VARIES 8' 12' 12' 89 VARIES GRASS SOD *10, *10' SOD GRASS 2' 12' 12' 2' SHOULDER SHOULDER 6 PROFILE GRADE 6 6" PROFILE 6" POINT GRADE v/y 2.0% 2.0% v, \v POINT EXISTING 6 0% . �, 6 0q 2.0% 2.0% GROUND �%r :�A��Aa:r:�:„ :• ..a •« •��:�: EXISTING � .:....::...:.:�& :�x.:•A;..;......a....A::. •- _ • A�A;:xs :a:�Asrn:b: �. ` r , '� °^ .. :r .A::A: •• 'e. •� , °§ ,1• '4r,; `5• GROUND i� `.-`< - �� ``°';`, �'• EXISTING ,tea GROUND `rd`, /1 rr�r r, /\ rF r s�/ • r', ,e S'o fir`` 5' �l F` ' %° P yf `.rl 1, ` 1 �`` ` '�" \ tia is r 4 r ` �� ;�,, ; �,,� �, `�. �,�''�`� 5 r,/�, ,,,,r� r,,`; r,,,,,r; 4 ;,'�,✓ r'" ��``'��``�r''`� ,�``'`r'rr'`�`� r''s''`"`d UNDERDRAIN— �, rr ,r �r`>`�, �v y`.�_% `�`�t'��\'`�''`,°w w SEE TABLE 1 �" ASPHALTIC CONCRETE UNDERDRAIN— SURFACE COURSE —TYPE "S„ SEE TABLE 1 EXISTING " ASPHALTIC CONCRETE 8" PVC WATERLINE GROUND SURFACE COURSE —TYPE "S" RIME COAT It RIME COAT LIMEROCK BASE TYPE F CURB (98% MAX. DENSITY) FDOT STD INDEX N0. 300 " LIMEROCK BASE (98% MAX. DENSITY) 2" TYPE B STABILIZATION LBR 40 (95% MAX. DENSITY) _ 2" TYPE B STABILIZATION LBR 40 (95% MAX. DENSITY) TYPICAL 20' & 24' WIDE ROADWAY SECTION TYPICAL 24' WIDE ROADWAY SECTION N.T.S. N.T.S. Oi`3- V/ y VARIES GRASS AIRPORT DRIVE WEST STA 10+00.00 TO 15+30.00 AND 26+50.00 TO 30+31.12 CENTRAL AIRPORT DRIVE STA 40+30.01 TO 45+46.64 TAXIWAY DRIVE WEST STA 50+37.02 TO 54+65.57 AIRPORT DRIVE EAST STA 60+32.09 TO 64+38.73 * RUNWAY ROAD EAST STA 70+00.00 TO 77+91.69 GROUND) —J L 89 UNDERDRAIN— SEE TABLE 1 3' DEEP DITCH REQ'D AS SHOWN 12' * 10' PAVING AND PGL M * 10' PROFILE POINTGRADE 2.0% VARIES GRASS x EXISTING 8'--•.-I L GROUND " ASPHALTIC CONCRETE UNDERDRAIN— SEE TABLE 1 SURFACE COURSE —TYPE "S" RIME COAT LIMEROCK BASE (98% MAX. DENSITY) 2" TYPE B STABILIZATION LBR 40 (95% MAX. DENSITY) AIRPORT DRIVE WEST STA 15+30.00 TO 20+75.00 N LTMCIPAL AIRPORT SEBASTIAN, FLORIDA THE IL LPA GROUP � M TRANSPMTAIM CONSUTAWS THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE UCENSE No. 0004307 Designer. M. JANSEN R. SANZONE Am: n!Id 1:01:1 i TA412007 .a MARK C. JANSEN. FL P.E. #56059 1 Date By IjARI F1 11NDFRf}RAIN SC:HFDIII F __ __ �..� _gyp ��_ � � .._...._..,___........ _ ...�.—.._.�......�_,. s..�.._..._,_..._..._...�......__._»..._.......,......., DIAMETER' Project Name: I I RFGIN STATION i FND STATION ,1 NOTH �E ? SI OPF -�' F ...:_ M _..� _v_..._ _�. �._ ACCESS ROADS 63+00 1 65+98 I 5 1 298 LT 0 15% WATER AND SEWER 63+00 1 65+98 5 298 RT 0 15% I 12+95 15+30 5 235 I LT 0.10% 12+95 I 15+30 I 5 235 RT 0 10% J Drawing Name: 20+50 r - 24+50 6 ' 400 LT ; 0.10% 1 20+50 24+50 6- i 400 RT 0.10% i TYPICAL SECTIONS wN_ ry „ _ 72+00 74+60_ _ i 5_ n 260 LT 0.10% 72+00 ' 74+60 5 260 RT 0 10% A R I F NOTES I1 SEE UNDERDRAIN DETAIL, SHEET CS 6 _ - ___� - - _ FDOT PROJECT NUMBER: 2. CENTER UNDERDRAIN ON DITCH BOTTOM !3. PIPE _ 1 r_r ti OR I 236230-1-94-01 UNDERDRAIN SHALL BE ADS PERFORATED EQUIVALENT Date: FEBRUARY 2003 sheet Number: _._w_.._� ._ .r_ _..� _� _ . __w_.._ _w....._ . m _.... _ v _ _. _ __ _._ of BACKFILL WITH MATERIAL SUITABLE FOR FDOT TYPE V Scale: N.T.S. DrawingNumber: C4. UNDERDRAIN. cn 1�1 c c v TREE LINE 241 POWER POLE OVER HEAD ELEC (DHE 22 UNDER GROUND TELE UGT 20 PAVED ROADWAY 18 GRAVEL ROADWAY EASEMENT 141 PROPERTY LINE --property I FENCE x 12 EXIST WETLANDS 101 EXIST TOP OF BANK WETLAND IMPACT 6 0 0 100- 100, V.C.Vc V.C. ui (6 Lo 4 + co + o to 0 Lo 00 6 -4 0 04 v- CL NEW CL-ADW U-) + > > 0 uJ > > -J z —0.100 % I - ----------- - Lo 0 ---- ---- Lo to po i BOTTOM OF BASE JB 1&2 0 'cr < 0 -------- 64- > w ar UNOERDRAIN 0 + ------- L + > i OT DITCH L w I CL W > MES 1 l 0 W > 0- w ui > BOT DITCH-R V.C.-i---- 0 00 0 W) qt CA 0) LO to 1 0) 00 '100 CC) 'It 0) 0) w 14M r, to co (y) 9)0;� C14 m r, to r, .t (o t') U-) co (n co (y) w to to 4 wi ui ui 66 '61's 6 ui (s I ui z ui 'i ui ui i to toin Lo to f-i 't cq -.t N .41 -J cq A%^ 4 4 a Aft 4 -jLrft 4 01-ALM I rj-Lrn It.Ld%n I A46An I A4An 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 I WRAP CONTOURS AROUND INLET AS _-J Crff OF SHOWN MES-3 ES® & 9 MES-12 & 13 H-1 STA 20+45 35' RT LEGEN STA 19+00 22' RT STA 26+00 28' RT & LT STA 30+10 35' LT GRATE EL=1 3.5 16' MIT. END SECT. I Ir MIT. END SECT. STA 30+68 35' LT 6" UNDERDRAIN INV.=7.35 UNDERDRAIN (SEE TABLE 1 SHT C4.11) INV=10.18 INV= 10.5 1 8r MIT. END SECT. 39" RCP INV (E)(W) = 7.35 INV= 13.61 UNDERDRAIN CLEANOUT MES-4 MES-10 H®2 STA 20+45 35' LT STA 19+00 22' LT STA 26+55 28' RT CO-3 GRATE EL=13.5 I Sr MIT. END SECT. 18" MIT. END SECT® STA 24+50, CL DITCH 6" UNDERDRAIN INV.=7.35 INV=10.18 INV= 12.54 UNDERDRAIN CLEANOUT Er PVC INV (S)= 8.0 RIP RAP MUMCIPAL AkUIPORT ES-5 MES-11 INV=7.92; SLOPE=-0.1% 36" RCP INV (E)(W) = 7.25 STA 20+50 52'RT STA 27+20 28' RT CO-4 TYPE H INLET MODIFIED SEBASTIAN, FLORIDA 36" MIT. END SECT® 18" MIT. END SECT® STA 24+50, CL DITCH FDOT STD INDEX 233 & 240 STOP SIGN - FDOT Rl-1 INV=7.2 INV= 12.86 UNDERDRAIN CLEANOUT GRATE EL=13.5 THE IL INV=7.92; SLOPE=-O.I% RECT. WEIR INV=11.25 INLET LPA MES-6 & 7 WEIR WIDTH=0.25' --AIRPORT DRIVE WEST S' STA 23+00 28'RT & LT BOTTOM OF SKIMMER EL=11.0 26+85.82 GROUP 16' MIT. END SECT® 6" UNDERDRAIN INV.=7.35 TAXIWAY DRIVE WE MA HLINE-STA. 45+00 TRAN92ORTAIM CONSUTAI-M INV= 10.5 W PVC INV (S)= 8.0 (F-1) 50+00.00 E SHEETC5.3 4num THE LPA GROUP, INC. WEIR HT. 0.92' N 171156 000NSTRUCT 20 CE 10 TONS E 8.93 PLACE 10 TONS CONSTRUCT 51 L.F. 12000 RESEARCH PARKWAY RIPRAP O(407}®306-0200 LAND, FL 32826 RIPRAP lEr RCP L.F.31r RCP S_ CONSTRUCT 51 L.F. ES;- 112=1 - 0004307 LO CORPORATE UCENSE No. + I Ir RCP -2 21+ 22+00 23+00 24+00 31+00 Designer. + 19 W4�1 0 00 25+00 26+00 27+00 28+00 29+00 30+ 00 - 7 ''''ll 1''. L--- M. JANSEN 'IMItil EA37E NT LO 30' EASEMENT A Technician: < L) C/) F- All ORT DRIVET,-,ST AIRPORT DRIVE WEST R. SANZ®NE _T W 07'1 9.2Sr 42.9 N (r7'l9.2!r W 1 Checked by. W N J 542.9" _TT z D. HAMBRECHT U) M M M M M 30 Project Number. -• -EASEMENT n! .. I_ J CONSTRUCT 51 L.F. TA412007 MAW Q JANSEN, FL P.0 #WW9 U) rEw. v I I! -44.5 1p; 1 Er RCP lexi s�ing 17ATCH INE- STA. 50775 a C. CT 51 g e RU� ONSTRUCT 51 F. Qhai 400 LF 6* PERF. SEE SHEET C5.3 n kc RCP �!e ice PIPE 0 0.17. f AIRPORT DRIVE WEST M 30+30.12 1A f J CENTRAL AIRPORUT DRIVE { fillpy v W. 45+81.76 par Jag ki V N 1265416.39 ki par, inc E 817156.20 I J M, _j_ .4 K 0 C 3 7\ 24 400' V.C. 100, V.C. 0 ------- 22 LO 0 r- 0 + i 04 0 4M 04 _4 0 0 > 0- 0 Date By 0 _J 00 + CL -20 No. Description L6 > + + W < 0 ...... __J T t 04 04 34 > > BOTTOM OF BA! > U) $E %! 16 _J i CL f4r) 0 04 z 0.022 111 U) II 6 2A0 or ------------ _T_ W + 04 0, 00 C I C14 C*4 If MES 3&4 ES 6&7 1 > I- W < i 1 i -- Ci - C.O. 3 4 o TME 12 > _J CL V) L&I CL W 10 Ftfd EXIST. GRADE W UNDERDRAIN it I BT DITCH-L > + _J ------ a- W 100, V 8 8 T > W H-2 H-1 '?Pi RAP _J IP- Project Name: 0 140 in -Wf-W In 0) Nt Co 0 0) 0 u-) r-� tn in c,4 cy) c-4' 0 CA -1 r- 00! 0 chio ollio CD C'4 0 1 to to W 1�1 1 0 0 r�- 0 00 0 pn M to to F_ 0 0 - C4 Cq r_ 0 0) OR 4--, 4 ACCESS ROADS oi V7 xi IC! ti 16 Wi (S M. W) (N W) N "i C; "i C4 Wi I "i �o W) P0 I N v,0 N xi:; C4 W)l 1"i N) 444i .4 oi in wi Ui -4 uii4 6 1 1xi (D I W) 1-: (6 r-: (6 r� (6 rl: 6 r-: (6 rl: 6 �fa) � 0) I , , _r;� - - 'I WATER AND SEWER 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 SIGN LEGEND Drawing Name: PAVED ROADWAY PLAN AND PROFILE CONTROL POINT GRAVEL ROADWAY EASEMENT PROFILE WATER W PROPERTY LINE prop er 'I- y STA. 18+50 TO 31 +00 SANITARY SEWER SS -------- FENCE x TREE LINE EXIST WETLANDS MOT PROJECT NUMBER: POWER POLE 236230-1-94-01 CONSTRUCT 20 P A( P PL r RC RIPR '1+00 L2 274 T :EN T OVER HEAD ELEC OH EEXIST TOP OF BANK Date: Sheet Number. FEBRUARY 2003 of UNDER GROUND TELE U 0 T WETLAND IMPACT Scale: H: 111=509 Drawing Number: V: 1" = 5' C`5.2 V) T� M O a I Z J Ut to V I tt') v to O O 3 a O it O U U Q u t 24 _ ?_ _. __ _ _ . _. __..- .. ___ __. 22 I ; 00 22 22 __ . _.__ __, _ __.. i t � l 20 EXIST. GRADEin w NEW CL 1 1 _.. __ _-__,_ . _ _ _. _. _.._ _ ._ _. . ___. _ _ _ _ _._.. _ - BOTTOM OF SE 6z 1.S f 0.J gg 63 It2 t i i h MESi 12&1 14 00 II { __ _._._ . __. _._.._ _ __..____._____ __ _ . _ ___._ ° .. _ _. I + ; UJ 11 i w t O � t� lo 10 _ _ _�. _�__-_ _ _ _._ �.__. __ ._. __. _ ____ ..__ ,-». » _ -_____ ___ _ _ _-- _. _ ___ ___._ - 1 > BOT.1 DITCH L&R uj i ! i f �q i { i S t MiM � w 0 00 QOIN CU'O d `M N1I, Oj�f C91W I�iT anih te) i® i a { f t rn � s I I ! � r �t II NEW t�L y� g______»C7- i s i EIS T> GR DE�. Lo J w i i f f BOTTOM OF BASE t _ _ I i 0.294 i f , r ES i0 11 f t E a ! S ' BOT. DITCH L J s s , t i to w i f i ! i i O�M tD�M i LOh } t 00 �' O ui P.itf) tei trrs tg��F tri Cotri M101 = tc ui cci �--�CO t } ii rir LEGEND a T! 0 X 0- I aZ LO 6 LO 0 LO 0 0 0 0 W Q 0 tV a V) I CID C14 x 0 [7-ILW111 298 LF 5' PERF. PIPE @ 0.15% CL CONSTRuc r 64 L.F. .0 .0 1 V' RCP 45? P1 64+24.31 North 1,1265040.44765 "821243.4425 III East T 83.29 R= A= 200.00 157.85— Anill g= 45?l 3'1:r LC= 4-53.78 Dc= 28fS8'5r 16.65 30 22 20 18 16 �E] E 1�q SIGN CONTROL POINT WATER W SANITARY SEWER ss TREE LINE POWER POLE C-0-3 OVER HEAD ELEC — OH UNDER GROUND TELE — U G 1- PAVED ROADWAY 7 GRAVEL ROADWAY EASEMENT PROPERTY LINE —property FENCE x EXIST WETLANDS EXIST TOP OF BANK THE LPA GROUP TRANWMATIMI CONKUAWS THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE UCENSE No: 0004307 Designer. M. JANSEN MM. 111=, MAW Q JANSEN. FL P.E. #56= Description Name: ACCESS ROADS WATER AND SEWER Name: FDOT PROJECT NUMBER: 236230-1 -94-01 ate: Sheet Number. FEBRUARY 2003 of Scale: H: lyp=401 Drawing Number. V: 1 " ® 4' C5.4 I. rn 3 ir 0- I Z J d i-o to to C3 I r tf71 U LO Im 3 v 0 W- 0 a� U U Q e.s CD iv x N 0 CL L Q 0 r 0 I M O O N 0 N 0 LL co J w 0 i Q fy 0 QO Lui i W 01 0 ry co U 0 Q r- 0 0 CIO 0 I N x O Q 2, cnn cnn PROPO,)Lu ui i un — (SLOPE VARIES) WALL OF DRAINAGE STRUCTURE O EXISTING REINFORCEMENT SECTION A -A 2' DITCH BLOCK DETAIL N.T.S. MECHANICAL CORE BORE ON EXIST. STRUCTURES 6' o ��N O� PAVEMENTv NEW CONCRETE COLLAR SKEW VARIES SEE PLANS (45° MIN. UNDERDRAIN CONNECTION TO CONCRETE STRUCTURE DETAIL N.T.S. FRAME AND LID TO BE USF CAT. NO. 7621 OR EQUAL. BOLT LID TO FRAME WITH ONE SELF TAPPING CAP SCREW — NO LETTERING ON COVER. BITUMINOUS SURFACE COURSE V) W Q > -LIMEROCK BASE COURSE:..... 6" CORRUGATED POLYETHYLENE PIPE 6" PERFORATED CORRUGATED POLYETHYLENE PIPE 12" I 12" (SLOPE VARIES) CONCRETE COLLAR —24' x24' SQ. 45° BEND \45° WYE OR 45° BEND AT END OF LINE 45° WYE OR DOUBLE WYE AS REQUIRED AT PIPE INTERSECTIONS UNDERDRAIN CLEANOUT DETAIL N.T.S. T.O.S. T.Q.S. POROUS BACKFILL FILTER MATERIAL (FDOT NO. 57) PERFORATED CORRUGATED POLYETHYLENE PIPE (ADS OR EQUIVALENT) rout z Per Ft. Note: Grout to consist of 3:1 Sand —Cement Mixture or any Class Concrete. FOR ALL STRUCTURES UNLESS EXCLUDED BY SPECIAL DETAIL DRAINAGE STRUCTURE INVERT N.T.S. SLOPE OR SHEET — & SHORE AS REWD FOR SAFETY. 12" MIN 10% O.D._L_ MAX. TRENCH WIDTH AT TOP OF PIPE BACKFILL PER ITEM P-152 SELECTED BACKFILL \ PLACED AND TAMPED IN 6" MAX. LIFTS (PER ITEM D-701) SHAPE NATURAL FOUNDATION TO FIT BOTTOM 10% OF PIPE O.D. FOR FULL LENGTH OF BARREL AND FOR BELL END NOTE: ALL RCP JOINTS AND PICK HOLES SHALL BE WRAPPED WITH A MINIMUM OF 3L.F. OF NON —WOVEN FILTER FABRIC. COST IS INCIDENTAL TO ITEM D-701. CLASS C BEDDING N.T.S. PIPE DIA. D" MAXIMUM A» 6" to 15" 8" 18" to 21 " 10" 24' to 30" 12" 33" to 42" 15" 48" & LARGER 18" 10" MIN FINISH GROUND i FINE AGGREGATE FOR TYPE V UNDERDRAIN (FDOT SECTION 902-4) Z 0 WRAP TRENCH IN TYPE D-3 FILTER FABRIC (FDOT STD INDEX 199) CONSTRUCTION DETAIL NOTES: 1. THE CONSTRUCTION DETAILS WHICH WILL GOVERN THE PROSECUTION OF THE WORK AS SET OUT IN THE PROPOSAL AND/OR SHOWN ON THE PLANS SHALL CONFORM IN THEIR ENTIRETY TO THE ROADWAY AND TRAFFIC DESIGN STANDARDS FOR DESIGN, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM, JANUARY 2002, PUBLISHED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. THE CONTRACTOR SHALL HAVE AT LEAST ONE SET OF THE STANDARDS AVAILABLE ON THE PROJECT. 2. STANDARDS PERTINENT TO THIS PROJECT FROM THE STANDARDS ARE AS FOLLOWS: STANDARD INDEX TITLE 102 SILT FENCE 199 GEOTEXTILE CRITERIA 232 DITCH BOTTOM INLETS, TYPE C, D, E AND H 233 DITCH BOTTOM INLETS, TYPE F & G 240 SKIMMER FOR OUTLET CONTROL STRUCTURES 250 STRAIGHT CONCRETE ENDWALLS, SINGLE AND MULTIPLE PIPE 280 MISCELLANEOUS DRAINAGE DETAILS 286 UNDERDRAIN 3. SKIMMER DETAILS (IN ACCORDANCE WITH TO FDOT STD INDEX 240): STRUCTURE H-1 SKIMMER TOP: FLUSH WITH GRATE SKIMMER HEIGHT (H): 28 IN. SKIMMER SIDE: NORTH STRUCTURE H-2 SKIMMER TOP: FLUSH WITH GRATE SKIMMER HEIGHT (H): 28 IN. SKIMMER SIDE: NORTH STRUCTURE C-1 SKIMMER TOP: FLUSH WITH GRATE SKIMMER HEIGHT (H): 12 IN. SKIMMER SIDE: NORTH STRUCTURE C-2 SKIMMER TOP: FLUSH WITH GRATE SKIMMER HEIGHT (H): 12 IN. SKIMMER SIDE: NORTHWEST CITY OF MUNICIPAL AIRPORT SEBASTIAN, FLORIDA THE I LPA _-Ak GROUP TRANSPORTATION CONSULTANTS THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE LICENSE No: 0004307 Designer: M. JANSEN Technician: R. SANZONE Checked by: D. HAMBRECHT Project Number: TA412007 MARK C. JANSEN, FL P.E. #56059 l REVISIONS ' No. Description Date By roject Name: ACCESS ROADS WATER AND SEWER wing Name: DRAINAGE DETAILS FDOT PROJECT NUMBER: 236230-1-94-01 Date: Sheet Number: FEBRUARY 2003 of Scale: Drawing Number: N.T.S. C6.1 0) O 1 Kl 0 0 N 0 a -0 Cr 3 N W 3 Q 00 I- x 1 x 0 r a T3 V -C C C M a m C Q r- C C n d H L a Z s G U i 0 > a t s > I I L 18 18 t ---}___ , ._._,.-_-.�._J._._.._�-__. 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JANSEN R. SANZONE hecked by. D. HAMBRECHT TA412007 I Mac c. Js�, P.E �soss o. Description ject Name: A • A Name: Date By CROSS SECTION AIRPORT DRIVE WEST FDOT PROJECT NUMBER: 236230-1-94-01 Date: Sheet Number. FEBRUARY 2003 of cf=2(Y HORIZONTAL Drawing Number. TT r=Z VERTICAL 1 x1.6 0 I NO 0 0 N T 0 w In 12 16 10 14 18 12 in 12 16 8 12 18 10 14 1E 10 1lz 0 we, V. im W. 12 -50 -40 -30 -20 -10 0 10 20 30 40 50 00 N O I O O N a L J, a� rn 3 W 3 I N rM x I r<i x 1-1 rn 3 a O CE v U Q v O O 04 Q / C v N a N V) I c0 N x O a Q / 1p 16 14 12 10 W 16 14 12 10 0 18 16 14 12 —50 —40 —30 —20 —10 0 10 20 30 40 50 20 18 18 16 16 14 14 12 12 10 18 18 16 16 14 14 12 12 10 10 18 18 16 16 14 14 12 12 —50 —40 —30 —20 —10 0 10 20 30 40 50 WOF W a a t Af TNICIPAL AIRPORT SEBASTIAN, FLORIDA THE IL LPA _.._ GROUP ._ TRANSPORTATION CC*4%ATAWS 20 THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE LICENSE No: 0004307 18 Designer: 18 Technician: R. SANZONE Checked by. 16 D. HAMBRECHT Project Number: TA412007 MARK C. JANSEN, FL P.E. #56059 14 12 flK 16 14 REVO s No. Description Date By 12 10 Project Name: ACCESS ROADS 18 WATER AND SEWER Drawing Name: 16 CROSS SECTION TAXIWAY DRIVE WEST 14 FDOT PROJECT NUMBER: 236230-1-94-01 12 Date: Sheet Number: FEBRUARY 2003 of SCV�W HOW M.AL Drawing Number: r-z VMTCAL X3.1 0) 0 I 0 0 (14 cL a L a) LL- 0) 3 v to LLJ 1 CV M X M X (V r— N Cr 3 a a 0 W U) 0 Q 0 0 1714 :-j a a� I CN x C Q !I 20 lu ON 14 12 20 18 16 14 12 20 18 iL- `C 1e —50 —40 —30 —20 —10 0 10 20 30 40 50 ?0 18 1V 14 12 20 18 16 14 12 Wk 18 20 16 18 14 1E 12 14 —50 —40 —30 —20 —10 0 10 20 30 40 50 ti. NiUMCIPAL AIRPORT SEBASTIAN, FLORIDA THE IL LPA lIM GROUP TRANSPORTATION CONRLTANTS THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE LICENSE No: 0004307 esigner. M. JANSEN echnicion: R. SANZONE becked by. D. HAMBRECHT 'roject Number: TA412007 MARK C. JANSEN, FL P.E. #56059 REVOM No. Description Date By Project Name: ACCESS ROADS 20 WATER AND SEWER Drawing Name: 18 CROSS SECTION TAXIWAY 16 DRIVE WEST FDOT PROJECT NUMBER: 236230-1-94-01 14 Date: Sheet Number: FEBRUARY 2003 of Scales, , ONT,Ar�. Drawing Number 3 ^ TTTnZ VERTICAL N u7 O 1 M O O N r- L O L .n a) LL- 3 I w 0 N 4 X I X 1-11 r7 N rn 3 v Q 0 ry U U Q r O O N F ca a I N X O a a GUO NfLTNICIPAL AIRPORT SEBASTIAN, FLORIDA THE IL LPA _ GROUP = .= TRANSPORTATION CONSUTANTS THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE UCENSE No: 0004307 Designer: M. JANSEN Technician: R. SANZONE Checked by. D. HAMBRECHT Project Number: TA412007 MARK C. JANSEN, FL P.E. #56059 FEVOOM No. Description Date By Project Name: ACCESS ROADS WATER AND SEWER Drawing Name: CROSS SECTIONS AIRPORT DRIVE EAST FOOT PROJECT NUMBER: 236230-1-94-01 Date: Sheet Number: FEBRUARY 2003 of Sc'P W IHCMO.AL Drawing Number: 'r-z VMMAL X4.1 0) ci I M O O N L a i a� LL. rn 3 V) I LAJ W X to tri L0 x 1-11 rn 3 v 0 o: a� v U Q O O N d' H C V) 0 .a a� U) I N x 0 a m 20 18 16 22 we, W ilm 22 20 18 16 22 20 18 16 20 W 16 14 —50 —40 —30 —20 —10 0 10 20 30 40 50 22 20 18 22 16 20 22 18 22 16 20 20 18 18 16 16 22 22 20 20 18 18 16 16 20 22 W.-It'I 16 18 14 16 —50 —40 —30 —20 —10 0 10 20 30 40 50 22 20 18 16 R ON 16 20 18 16 22 20 18 16 22 W o MiJMCIPAL AIRPORT SEBASTIAN, FLORIDA THE IL LPA _ GROUP TRANSPORTATION CONSUTANTS THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE LICENSE No: 0004307 esigner: M. JANSEN echnicion: R. SANZONE :hecked by. D. HAMDRECHT 'roject Number: TA412007 MARK C. JANSEN, FL P.E. #56059 FEVOK No. Description Date By Project Name: ACCESS ROADS WATER AND SEWER kawing R. CROSS SECTIONS RUNWAY r • i ', EAST FDOT PROJECT NUMBER: 236230-1-94-01 1 6 Date: Sheet Number: FEBRUARY 2003 of Sc%20' H0MCW& Drawing Number: Lr®z VMM& X5.1 22 m In 22 m 1p 16 22 20 18 16 -50 -40 -30 -20 -10 0 10 20 30 40 50 m 20 iv In 22 20 W iU WC E in tlP 0 N113NICIPAL AIRPORT SEBASTIAN, FLORIDA THE IL LPA .` GROUP s TRAWORTAIM CONSUTAWS THE LPA GROUP, INC. 12000 RESEARCH PARKWAY ORLANDO, FL 32826 (407) 306-0200 CORPORATE LICENSE No. 0004307 esigner: M. JANSEN echnician: R. SANZONE hecked by. D. HAMBRECHT roject Number: TA41 2007 MARK C. JANSEN, FL P.E. #56059 No. Description FEVOM Date By ROADSACCESS WATER AND SEWER CROSS • SECTIONS RUNWAY ROAD EAST PROJECT NUMBER: 236230- -1-94-01 Sheet Number: FEBRUARY 2003 of W OWAL Drawing Number. r®Z VOTCAL X5.2 J