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HomeMy WebLinkAbout2015 North County Commercial Sewer— —'4— A —.\f — — —T.' I I D 0 1 @9 - w J\L -N- J� w -f \'� -N- IV, �V, (Po w 0 IV 0 Nwr'"Yp �R Y INDEX OF SHEETS I. TITLE SHEET 2. CONSTRUCTION NOTES 3. KEY MAP 4.-7. US HIGHWAY # I PLAN AND PROFILE US 1 IIQ Ivy Or ILC 10. �,'� STS-{Cu�L �f US 11. 0AkY STRCCT (W, -.,-L u 0rILC 12.-13. NORTH CENTRAL AVENUE PLAN AND PROFILE 14. JACKSON STREET PLAN AND PROFILE 15. MADISON STREET PLAN AND PROFILE 16. DAVIS STREET PLAN AND PROFILE 17. SANITARY SEWER DETAILS 16. SANITARY SEWER DETAILS Iq. POTABLE WATER DETAILS 20. CONSTRUCTION DETAILS 21. MAINTENANCE OF TRAFFIC DETAILS Call 48 hours before you diq in Florida It's the Lovl 1-800-432-4770 Sunshine State One Call of Florldo, Inc. "Title to oil documents vhich bear the copyright of Mosteller & Moler, Inc. a vested solely in Mosteller & Moler, Inc. These documents are provided to the ovner solely in connection vtth this project. Any other use or reuse of these 2. 5/19/15 REVISED PER F.D.O.T. COMMENT LETTER OF 4/10/15 SH/EHM documents or any reproduction, display, sale, or other disposition of these documents by anyone I. 5/11/15 REVISED PER IRC R.O.W. COMMENT LETTER OF 3/31/15 SH/EHM is expressly prohibited vithout consent of NO. DATE DESCRIPTION OR/APP Mosteller & Moler, Inc. pursuant to the Federal Copyright Lov. 2014, NASTELLE2 & NOLER, INC. C) ��OG3GD'-a 1TI VICINITY MAP y.E (NOT TO SCALE) OWNER/APPLICANT INDIAN RIVER COUNTY UTILITIES DEPARTMENT 1801 27th STREET VERO BEACH, FLORIDA 32860 Ph. (772) 226-1834 ENGINEER MASTELLER AND MOI -ER, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 32860 Phone: (772) 567-5300 mastmolr@bellsouth.net SURVEYOR MASTELLER, MOI -EQ, AND TAYLOR, INC. 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 32860 Phone: (772) 564-8050 RECEIVED city r! � ibb 'e;tiflh C :un;, uovoiopment Dept. INDIAN RIVER COUNTY NORTH COUNTY COMMERCIAL SEWER M MASTELLER & MOLER, INC. aaaflaQaQ@ CERTIFICATE OF AUTHORIZATION NO. 4204 1655 27TH STREET, SUITE 2 VERO BEACH, FLORIDA 32860 PHONE: (772) r56,7,.mn54g0 N FAX: (772) 7q4-1106 0.2 A9 2° 2i� - m EAR •, s � 0 R? P.E. FL#26658 ori � •.•�r�-R IQ •.� l,�r N`AL. GENERAL NOTES 1. ALL WORK SHALL BE COMPLETED N CONFORMANCE AS APPLICABLE WITH FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," LATEST EDITION 2. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE. 3. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 4. ALL DIMENSIONS MUST BE VERIFIED N THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 5. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION N ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. 7. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. q. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 10. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY INSURANCE AND BONDS REQUESTED BY THE OWNER FOR THIS PROJECT. 11. THE OWNER WILL PROVIDE THE SELECTED CONTRACTOR WITH COPIES OF ALL PERMITS RECEIVED FOR THE PROJECT. 12. ANY FEDERAL DATUM MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE THE PROJECT ENGINEER SHOULD NOTIFY: GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE SECTION ATTN: N/CG-162 6001 EXECUTIVE BLVD. ROCKVILLE, MARYLAND 20852 TELEPHONE NO. (301) 443-831q 13. THE ELEVATIONS AS SHOWN ON THESE PLANS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF Ig88. THE ESTABLISHED BENCHMARKS FOR THIS PROJECT IS INDIAN RIVER COUNTY 13M003021 ELEVATION=7.25' AND BM282003 ELEVATION 22.3q, CONVERSION FACTOR: NAVE) 88 TO NGVD 2q = +1.42" 14. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES. 15. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS N DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE PROJECT ENGINEER SHOULD BE NOTIFIED IMMEDIATELY N ORDER THAT THE COUNTY MAY HAVE A SURVEYOR REFERENCE SAID POINT PRIOR TO DISTURBANCE. ALSO, ALL GPS CONTROL POINTS ARE TO BE PROTECTED. IF DESTROYED DURING CONSTRUCTION, IT WILL BE THE CONTRACTOR RESPONSIBILITIES TO REPLACE THE GPS CONTROL POINTS AT THEIR EXPENSE. 16. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF APPROVED CONSTRUCTION PLANS, SPECIFICATIONS AND ANY SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 17. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. EROSION CONTROL NOTES I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL WITHIN BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. 2. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND COMPLETION OF ALL UNDERGROUND UTILITIES. 3. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF CONSTRUCTION . 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND REPAIRED IMMEDIATELY IF DAMAGED. 5. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SODDED ON COMPLETION OF FINAL GRADING. 6. ALL INLETS SHALL BE PROTECTED FROM COLLECTION OF ERODED MATERIALS BY INSTALLATION OF TEMPORARY FILTER FABRIC AND/OR HAYBALES. 7. FLOATING TURBITITY BARRIERS SHALL BE INSTALLED WITHIN ALL WATER BODIES DOWNSTREAM OF CONSTRUCTION ACTIVITES WHERE PROTECTION AGAINST TURBID WATERS DISCHARGE MAY OCCUR. 8. ALL DISTURBED AREAS WITHIN RIGHTS-OF-WAY SHALL BE SODDED WITHIN THREE DAYS OF FINAL GRADING. CONSTRUCTION STAKEOUT NOTIFICATION SOME CONSTRUCTION ELEMENTS DEPICTED ON THESE PLANS ARE DRAWN NOT TO SCALE IN ORDER TO PROVIDE CLARITY AS TO THE SCOPE OF WORK. THESE ELEMENTS INCLUDE BUT MAY NOT BE LIMITED TO CURBS, MANHOLES, VALVES, METERS & FIRE HYDRANTS, ETC. THE CONTRACTOR 5 ADVISED TO UTILIZE BOTH THE PLAN VIEW AND DETAILS TO ACCURATELY CONSTRUCT ALL PROPOSED IMPROVEMENTS. 2. 5/1q/15 REVISED PER F.D.O.T. COMMENT LET1 ER OF 4/10/15 I. 5/11/15 REVISED PER IRC R.O.W. COMMENT LETTER OF 3/31/15 NO. DATE DESCRIPTION REVISIONS UTILITIES NOTES: I. ALL UTILITIES TO BE CONSTRUCTED IN ACCORDANCE WITH INDIAN RIVER COUNTY UTILITIES STANDARDS. 2. THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER AT (772-) 567-5300 AND UTILITIES DEPARTMENT A MINIMUM OF (48) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. ALL POTABLE WATER PIPING, JOINTING AND PACKING MATERIALS, INTERNAL COATING AND LININGS, FITTINGS, SPECIALS, AND APPURTENANCES USED IN THIS PROJECT SHALL BE IN CONFORMANCE WITH THE CORRESPONDING AWWA STANDARDS AND BE CONFORMING TO NSF REQUIREMENTS AS APPLICABLE. 4. ALL PIPE AND PIPE FITTINGS AS WELL AS SOLDER AND FLUX INSTALLED OR USED UNDER THE CONSTRUCTION OF THIS PROJECT ARE TO COMPLY WITH F.A.C. 62-555.322 WITH REGARD TO LEAD. 5. ALL WATER SERVICE LINES INSTALLED UNDER THIS PROJECT ARE TO COMPLY WITH AWWA C800. 6. ALL PVC PIPE 4"-12" IN DIAMETER FOR WATER MAINS SHALL BE THICKNESS CLASS DR -IS MEETING AWWA Cg00. 7. ALL PVC PIPE 14"-36" IN DIAMETER FOR WATER MAINS SHALL BE THICKNESS CLASS OR -I8 MEETING AWWA Cg05. 8. ALL DIP FOR WATER MAINS SHALL BE PRESSURE CLASS 350 MEETING AWWA STANDARDS. C 150/A 21.51-q I OR LATEST REVISION. q. ALL PVC PIPE FOR GRAVITY SEWER MANS SHALL BE SDR -26 MEETING ASTM C-76 AND SHALL BE GREEN OR APPROVED EQUAL. 10. ALL PVC PIPE FOR SEWAGE FORCE MAIN 4" - 12" DIAMETER SHALL BE DR -26 AND SHALL BE BROWN OR GREEN OR APPROVED EQUAL. II. ALL PVC PIPE FOR REUSE FORCE MAIN 4" - 12" DIAMETER SHALL BE DR -26 AND SHALL BE PURPLE OR APPROVED EQUAL. 12. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 13. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF INDIAN RIVER COUNTY UTILITIES. 14. ALL POTABLE WATER PIPE AND PIPE FITTINGS INSTALLED WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C. USING BLUE AS THE PREDOMINANT COLOR. 15. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED IMMEDIATELY. 16. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. 17. CONTRACTOR SHALL OBTAIN A COPY OF THE F.D.E.P. WATER & WASTEWATER PERMITS AND PERFORM SAMPLING & TESTING IN CONFORMANCE WITH THE PERMIT CONDITIONS. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD CROSSING PERMITS. Iq. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 20. WATER MAIN AND FORCE MAINS SHALL BE INSTALLED WITH 36" MINIMUM COVER AND SHALL BE CONSTRUCTED SO AS TO AVOID EXISTING AND KNOWN FUTURE UTILITY LOCATIONS. 21. ALL WORK SHALL BE COMPLETED IN CONFORMANCE AS APPLICABLE WITH FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," LATEST EDITION AND THE STANDARDS OF THE UTILITY OWNER. 22. WATERMAN & FORCEMAIN PIPES INSTALLED UNDER PAVEMENT SHALL BE D.I.P. WITH 36" MIN. COVER (42" MIN. COVER FOR P.V.C. PIPE ) . 23. BENDS SHALL BE INSTALLED ON WATER MAINS AS NECESSARY TO AVOID CONFLICT WITH PROPOSED OR EXISTING STRUCTURES AT NO ADDITIONAL COST TO OWNER. 24. ALL CONSTRUCTION SHALL COMPLY WITH THE STANDARDS AND SPECIFICATIONS OF THE UTILITY OWNER. SHOP DRAWINGS FOR ALL SEWER AND WATER APPURTENANCES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 25. ALL PRESSURE AND BACTERIOLOGICAL TESTING FOR WATER MAINS, TV/INFILTRATION/EXFLTRATION TESTS FOR GRAVITY SEWER AND PRESSURE TEST FOR FORCE MAINS, SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AND COORDINATED WITH THE OWNER, ENGINEER AND UTILITY OWNER. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS. 26. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF AS -CONSTRUCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL MANS, FITTINGS, VALVES, LATERALS (AT THE MAIN AND TERMINAL POINT), MANHOLES AND OTHER WATER AND SEWER APPURTENANCES. THE FORMAT SHALL BE APPROVED BY THE OWNER AND/OR UTILITY PRIOR TO SUBMISSION. 27. WATER MANS AND FORCE MAIN SHALL BE FLUSHED AT A MINIMUM VELOCITY OF 2.5 FPS PRIOR TO PRESSURE TESTING AND DISINFECTION. 28. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. 2q. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES SHALL Be REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 30. LATERALS AND CLEANOUTS SHALL BE INSTALLED AS REQUIRED BY APPLICABLE PLUMBING CODES. 31. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY THE UTILITY OWNER OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE WORK N ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND LAWS. M IRV'RIASTELLER & MOLER, INC. mKi SH/EHM - M I��LN.l�VL� U L1Ll�J� ISLAJ��LIVlSl5Ln1�J SH/EHM CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 (772) 567-5300 / FAX (772) 784-1106 32. THE CONTRACTOR SHALL OBTAIN A CURRENT COPY OF THE UTILITY OWNER CONSTRUCTION SPECIFICATIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION FACILITIES PRIOR TO BIDDING THE UTILITY WORK. IN THE EVENT THAT THERE IS A DISCREPANCY BETWEEN THE UTILITY'S SPECIFICATIONS AND THE ENGINEER'S SPECIFICATIONS, THE UTILITY'S SPECIFICATIONS SHALL SUPERSEDE. 33. TRACE WIRE SHALL BE INSTALLED OVER ALL WATER MAINS AND SEWAGE FORCE MAINS. #10 MULTIPLE -STRAND CONDUCTOR COPPER TRACE WIRE SHALL Be AFFIXED TO THE TOP OF PIPE. SEE TRACE WIRE DETAIL FOR SPECIFICATIONS. 34. USE POTABLE WATER FOR PRESSURE TESTS. 35. ALL POTABLE WATER MAINS SHALL BE CONSTRUCTED OF P.V.C. PIPE UNLESS NOTED OTHERWISE. 36, FORCE MAIN SHALL BE PRESSURE TESTED THE SAME AS WATER MAINS, EXCEPT THAT TEST PRESSURE SHALL AVERAGE NO LESS THAN 100 PSI. 37. THE CONTRACTOR SHALL DISINFECT THE NEW WATER SYSTEM IN CONFORMANCE WITH AWWA-C651 SPECIFICATIONS. ADEQUATE SAMPLING TAPS SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT THE SYSTEM, AT LOCATIONS REMOTE FROM POINT OF DISINFECTION. CHLORINE SOLUTION SHALL BE PUMPED INTO THE WATER SYSTEM TO PROVIDE A MINIMUM RESIDUAL OF 50 MGL AFTER A (24) HOUR RETENTION PERIOD. THE CONTRACTOR SHALL HAVE WATER SAMPLES TESTED AT HIS EXPENSE, WHICH SAMPLES SHALL BE PROVIDED TO THE ENGINEER TO ASSURE OBTAINMENT OF REQUIRED CHLORINE RESIDUALS. FOLLOWING SATISFACTORY CHLORINATION, THE SYSTEM SHALL BE FLUSHED TO ACHIEVE NORMAL CHLORINE RESIDUALS. BACTERIOLOGICAL SAMPLES SHALL BE TAKEN ON TWO (2) CONSECUTIVE DAYS, AT THE CONTRACTOR'S EXPENSE, AND RESULTS SHALL BE PROVIDED TO THE ENGINEER. FOLLOWING (2) SUCCESSFUL DISINFECTIONS, IF THE SYSTEM PRESSURE DROPS, THE WATER SYSTEM SHALL BE SUBJECT TO RE -TESTING. TESTING LOCATIONS SHALL BE PER FDER PERMIT REQUIREMENTS. 38. WATER SYSTEM PRESSURE TESTS SHALL BE COMPLETED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTATIVE, FOR TWO (2) HOURS IN DURATION AS ACCEPTABLE TO UTILITY OWNER, AT AN AVERAGE PRESSURE OF 150 PSI. ALLOWABLE LEAKAGE WILL BE COMPUTED BASED ON AWWA C600 FOP- DIP ORDIP AND AWWA C605 FOR PVC. NDP 1/2 WHERE: L = LEAKAGE ALLOWABLE (GPH) L = N = NUMBER OF JOINTS 7400 D = NOMINAL DIAMETER (INCHES) P = AVERAGE PRESSURE (PSI) PRESSURE TESTING FOR PVC PIPE SHALL BE BASED ON AWWA STANDARD C605. 3q. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDER- GROUND PIPE. BACKFILL OVER ANY WATER MAIN, FORCE MAN AND SANITARY SEWER THAT IS TO BE INSTALLED UNDER PAVING, IS TO BE COMPACTED IN 12" LIFTS MAXIMUM TO A MINIMUM OF q5% MAXIMUM DENSITY WITH A MECHANICAL TAMPER OR OTHER MEANS ACCEPTABLE TO THE OWNER AND/OR ENGINEER. UNSUITABLY SIZED STONES (AS DESCRIBED IN AWWA STANDARDS) SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF THE PIPE. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH COMPACTION TEST RESULTS AT 400' INTERVALS AT HIS EXPENSE BASED ON AASHTO T-180 SPECIFICATIONS. 40. AT ALL INSTANCES WHERE WATER MAINS CROSS ABOVE OR BELOW REUSE MAINS, STORM CULVERTS, SANITARY SEWER, OR SANITARY SEWER FORCE MAIN, THE CONTRACTOR IS TO PRO- VIDE "AS -BUILT" INFORMATION TO THE ENGINEER DETAILING THE VERTICAL CLEARANCE OBTAINED. 41. WATER MAINS SHALL BE LAID AT LEAST 7 FEET (EDGE TO EDGE) FROM ANY EXISTING OR PROPOSED STORM SEWER, SANITARY SEWER, OR SANITARY SEWER FORCE MAIN. WATER MAINS CROSSING SEWERS OR STROM PIPES SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL CLEARANCE OF 18 INCHES AND SHALL BE LAID SO THAT ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED AT THE CROSSNG. WATER MAINS SHALL NEITHER PASS THROUGH NOR CONTACT SEWER MANHOLES, R NOTE: PLEASE NOTE IN THE EVENT THAT F.D.E.P. AND CITY OF INDIAN RIVER COUNTY STANDARDS CONFLICT, THE MORE STRINGENT STANDARD SHALL APPLY. 42. WATER MAINS CROSSING ANY UTILITIES WILL BE LAID SO THAT ONE FULL LENGTH OF WATER MAIN WILL BE CENTERED AT THE CROSSING. PAVING / DRAINAGE NOTES I. ALL STORMWATER PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP), CAP, CLASS III OR ADS PIPE (MANNINGS "n" = 0.012) AS NOTED ON THE PLANS AND IN ACCORDANCE WITH THE SPECIFICATIONS. 2. INLETS SHALL BE PRE -CAST IN CONFORMANCE WITH F.D.O.T. STANDARD SPECIFICATIONS WITH 28 DAY 4000 PSI CONCRETE. 3. ALL BACKFILL OVER STORM PIPES UNDER PLANNED PAVEMENT AREAS SHALL BE COMPACTED PER F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125.8.3., TO q8% OF THE MAXIMUM DENSITY PER AASHTO T-180. 4. ADJUSTMENT OF NLET TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. NO CLAIM SHALL BE MADE AGAINST THE OWNER AND/OR ENGINEER IN THE EVENT ADJUSTMENTS ARE NECESSARY. 5. CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING STORM DRAINAGE FACILITIES AND SHALL VERIFY LOCATION AND ELEVATION OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION. ANY FACILITIES DISTURBED SHALL BE REPAIRED TO EQUAL OR BETTER THAN EXISTING CONDITIONS. 6. THE OWNER RESERVES THE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC CONCRETE SURFACE COURSE MIX CERTIFICATIONS TO ASSURE COMPLIANCE WITH F.D.O.T. SPECIFICATIONS. 7. EXTRA BASE MATERIAL SHALL BE REQUIRED AT CROSS CULVERTS WHEN COVER DIMENSION IS LESS THAN 12" BELOW BOTTOM OF BASE (F-D.O.T. INDEX NO. 205). S. ALL DISTURBED STRIPING AND SIGNAGE TO BE REPLACED. STRIPING TO BE THERMOPLASTIC CONFORMING TO F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. MAINTENANCE OF TRAFFIC NOTES I. THE CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING AT (772) 226-1326, 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL INSTALL STAND MOUNTED ADVANCE CONSTRUCTION SIGNING IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 602 FOR ANY WORK LESS THAN 15 FEET FROM THE EDGE OF PAVEMENT. 3. THERE SHALL BE NO EXCAVATIONS LEFT OPEN WHEN WORK IS NOT ACTIVELY BEING PERFORMED. 4. TRAFFIC SHALL BE RESTRICTED TO A SINGLE LANE WHEN ANY WORK ENCROACHES THE AREA BETWEEN THE CENTERLINE AND 2 FEET OUTSIDE THE EDGE OF PAVEMENT. ONE -LANE CLOSURES SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD NDEX 603. TRAFFIC ENGINEERING SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY LANE CLOSINGS. 5. ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15 FEET FROM THE EDGE OF PAVEMENT AND SHALL BE PROTECTED BY TYPE II BARRICADES WITH FLASHING LIGHTS 6. CONSTRUCTION FENCING USED IN THE WORK AREA TO PROTECT EQUIPMENT OR EXCAVATIONS SHALL NOT BLOCK SIGHT DISTANCE NEAR INTERSECTIONS OR DRIVEWAYS. 7. ACCESS TO PROPERTY OWNERS AS WELL AS EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. 8. WORK IN THE RIGHT-OF-WAY SHALL BE CONDUCTED IN ACCORDANCE WITH F.O.O.T. INDEX NO. 612. AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION SHALL REMAIN OPEN AT ALL TIMES. FPEP SEPARATION NOTES: I. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SEVEN FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTNG OR PROPOSED GRAVITY- OR PRESSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING AN EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE, AT THE UTILITY CROSSING DESCRIBED ABOVE, ON FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWER, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS N GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610 F.A.C. # NOTE: PLEASE NOTE IN THE EVENT THAT F.D.E.P. AND INDIAN RIVER COUNTY STANDARDS CONFLICT, THE MORE STRNGENT STANDARD SHALL APPLY. 2. WATER MAINS CROSSING ANY UTILITIES WILL BE LAID SO THAT ONE FULL LENGTH OF WATER MAIN WILL BE CENTERED AT THE CROSSING. EXISTING UTILITY LOCATION NOTES I. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE EXISTING POTABLE WATER MAIN ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES, HYDRANTS, MARKERS, AND INFORMATION PROVIDED BY THE INDIAN RIVER COUNTY UTILITY DEPARTMENT. THE DEPTH OF THE WATER MAIN IS UNKNOWN BUT IS CUSTOMARILY CONSTRUCTED WITH 36" TO 42" OF COVER AS A GUIDELINE. 2. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE 4" PLASTIC GAS PIPELINE ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES AND SURFACE MARKERS. GAS PIPELINE DESIGN PLANS PREPARED BY KIMLEY HORN AND ASSOCIATES WERE OBTAINED BUT AS -BUILT PLANS WERE NOT AVAILABLE AT THE TIME THESE PLANS WERE PREPARED. THE DEPTH OF THE 4" PLASTIC GAS PIPELINE IS UNKNOWN. THE CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE GAS PIPELINE COMPANY TO BE AVAILABLE TO PROTECT THE EXISTING 4" GAS PIPELINE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. THE COST OF THE GAS PIPELINE REPRESENTATIVE SHALL BE INCLUDED IN THE PRICE BID PER LINEAL FOOT OF GRAVITY SEWER. INDIAN RIVER COUNTY NORTH COUNTY COMMERCIAL SE ER INDIAN RIVER COUNTY CONSTRUCTION MOTES 'Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law." FLORIDA ©2015, MASTELLER & MOLER, INC LEGEND DESCRpTM EXISTNG PROPOSED BLOCK NUMBER CHECKED Q BUILDING OR STRUCTURE I I SCALE CENTERLINE SHEET 2 OF 21 HEAD WALL ... CURB S-1 S-1 CUT AND PATCH - - - EASMENT LINE - - - - - - - - FENCE (AS INDICATED) 1 13 - X X_ LOT UNE LOT - - - - LOT NUMBER 2 1�2 PHASE UNEP rte° PROPERTY INE - - RAILROAD TRACKS II �- �I II II RIGHT-OF-WAY LINE - - -� SIGN (POST MOUNTED) o -a- TRAFFIC PLOW ARROW lI----- -� ASPHALT DRIVE AD }�- GRAVEL DRIVE GD �wltii.�s•a� CONCRETE DRIVE CD EDGE OF PAVEMENT T MAILBOX/NEWSPAPER BOX a TREE BENCH MARK ---- -- CONCRETE FLUME CONCRETE MITER END CONTOURS __20- �,- 20v CURB INLET DRAINAGE FLOW ARROW FINISH FLOOR F.F.=20.00 F.F.=20.00 INLET SOIL BORING LOCATION AND NUMBER +2 +2 SPOT ELEVATION CHECKED EH M DATE ,tib SCALE STORM DRAIN PIPE SHEET 2 OF 21 STORM MANHOLE ----�--- STRUCTURE NUMBER S-1 S-1 SWALE - - - BASIN DIVIDE SILT FENCE x Iu of x x CLEAN OUT UNDERDRAIN - - PITCH BLOCK PLUG, BLOW -OFF & TERMINAL RESTRAINTS -- --+0 REDUCER ------------- -� FIRE HYDRANT W GATE VALVE- ALVEVALVE BOX , HYDRANT TEE & VALVE RESTRAINTS lI----- GATE VALVE & BOX ----- }�- WATERMAIN W/ 3' -----wM�s•)----- �wltii.�s•a� COVER TYPICAL I" SERVICE LATERAL W/ T METER BOX 1-1/2" SERVICE LATERAL W/ (2) METER BOXS ---- -- RESTRAINED JO NT TEE- EERESTRAINED RESTRAINEDBEND TELEPHONE JUNCTION BOX TELEPHONE LINE TELE - TELE UNDERGROUND ELECTRIC LINE -ELEC ELEC OVERHEAD WIRE ---oH OH LIGHT POLE # # WATER WELL POWER POLE CU, q, GUY WIRE E TV CABLE BOX GAS MAIN -----GAS ----- GAS UNDERGROUND CABLE TV ------- CATV ------ CATV ME; DRAWN SH DESIGNED SH CHECKED EH M DATE OCT 2014 SCALE NTS SHEET 2 OF 21 R, P.E. FL#26658 DWG NO 1422 01 . ..... . ... ..... IA'm IF II JF IIIIIIIIIyr IIIIIIIIIIIIIIor IIIIIII` IA IIIIIIIIIIIIIEE' Ir IIIIIPLAZA 142nd.., IIIIIIIIW- 0 IIIIIIIIIIIIIIIIIIIIIJ 'ELI IIIIIIIIIIIIIII77I7 IIti H E ET�' V, IIIIIiIIIIIIIIIL -TRAN, Li IIIIISHEET' IIIIIIIIII77 IIIIIIIIIIIUN IIIR) no IIIEMS III I14:` Ij IIAEW; Ir% IIIIIIIIICIO 1 41 —st IIIIIMORE; IIIPI IIIERA I L� I'H E IS- -,E-, IIIt 3� 7 7 R FV ER" -A- ES, :TJ e i i -,a n INDI%N' I � [a- I MR] O RE IR ivER DRAWN SH "Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in 0 *0 114V DESIGNED SH @ @ 0 Masteller & Moler, Inc. These documents are provided to the owner solely in connection with 4�( '11, CHECKED EHM this project. Any other use or reuse of these documents or any reproduction, display, sale, or % ?ther disposition of these documents by anyone [ruili is expressly prohibited without consent of 00 S DATE 10/2014 Masteller & Moler, Inc. pursuant to the Federal No. �6658 I CERTIFICATE OF AUTHORIZATION NUMBER 4204 Copyright Law.' AAY k1kis SCALE N.T.S. NO. DATE DESCRIP'nON DR/APP ivi 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 2960 ROADWAY KEY 1AP 4 IL SHEET 3 OF 21 REVISIONS (772) 567-5300 FAX (772) 794-1106 INDIAN RIVER COUNTY FLORIDA @2015, MASTELLER & MOLER, INC. EARL 1422 ........ 60R� P.E. FL#26658 DWG NO NAL EXIST. 4" M CV101 Ir k ,,j %, GAS MAIN. TO COORD COMPANY GRAVITY S EXIST. 4" FLEXIBLE POLY GAS MAIN. (CONTRACTOR TO COORDINATE W GAS COMPANY TO FACILITATE GRAVITY SEWER CONSTRUCTION GRAPHIC SCALE 40 6M Fri PC CONSTT, MH#5 CONST. MH#2 CATCH BASIN CONST. MH 1 RIM = 25.71 ± CONST. MH#3 EAST INV -21.33' �' # INV - 19.46 S - ## INV.= 21.83 S'�) RIM= 25.40± NORTH INV._ 20.84' a" RMS 25 1HQ"f INV.= 19.41 f N� RIM= 27.00± INV.= 21.78 �N) INV.= 21.59 S ' r'2� INV.= 23.00 INV.= 20.42 �S� INV.= 21.54 INV.= 20.37 �N11 �24" RCP 325LF 10" PVC .r 140LF 10" PVC 40OLF 10" PVC-® 0.28% ® 0.84% EXIST. DRAINAGE MH © 0.28% EXIST. 15" RCP 20OLF 10" PVC - @ 0.28% 1----------- -- --- ---- ----- ----- ------------- --- --------------------- -------------------------------------------------'-------------------------------------------------- - ---------------- ----- s + " ,' o EDGE OF ROAD - - EXIST. 15 RCP DMH 5 a ' EDGE OF ROAD - - - M.E,_ �h N + h' , S. v n; 15" RCP ti U b RTH INV. _ CATCH BA _ ROApAL ; n MES INV._ lJ. S. HIG W Y'NO. 1 -21.5 ' U S. HIGH A Y N0.` 1 ASPHALT INV.= 24.56' 6VE INV.= LT INV..22.24' U. { ROAD -25.11' 4' 21.03' ASPHALT q� CMP 47 OU CURB �F M.E.S. c -- -- -r- `. RCP i- GUTTER t w °5 INV.=24.70' -t om --------------- -- r 1 ;' �- 15.. V =21.52, AND ROAD qua• -! �. '`--'------------------------ - y"T. ',-,�--- `:�;!-_.------------------"`1=------ ~ ^�"1 _ -�' 2 •9 -- ----i-'------- ---- -n+�--k--`-------- ------ - CONCRETE _. �.: f ' -�- t c�' -, Y S GA S h GAS S G.� C2A� - AS GAS--.'�� GAS �i GAS ^a G ASPT sr� SC ; � oho _ n,,: t (� a Q .; : _ - � � - ' yG, `' t - - -. AS GY�Z. GA UAS art q . GAS GAS GAS GAS GABS GAS y Ge �`GA bNJ GAS SAS GAS -� i- GASB _ _ A �__ _. GA_ _ GA_ - - ---- Pr s T L _ Tvflr. , ` WL -1 ,�- r. « ; tin. (5 1 _� wL �► wL "� �. ,- nit' . - 4 •.t • wL1()() WL \`I�, -z _ HEDGE ,,�': �' �� - n` - Wi. WL JJw y�f+ Y Y Y R + - - Isit I �,0• �0 0+50 +00 1- 50 2+00 , ti , 2+50 ,; 00 3 t 50 4+4+L)0 h•� i 0 dr Q 7+00 Q...7+5Q +OQ 8+50 3+00 +5b , 0+00 10+50 �°I+ 0'11+50 12+0OLD ` ti +. 1 CATCH &ASIASP LTEXIST. CURB INLET` ;�?� 2 INv.=24. CONST. 6" SEWER EAST R.O.W. LINE DRI WAY ONCRETE sa LATERAL W/CLEANOUT '�r M.E. SCONST. 6" SEWER S/D �► i` INV_2 STA: 11+27.50 COIVP�!`.` 6 SEWER 68LF 10 PVC CONST 6 SEWER 12' DRAINADGE 9t sLATERAL W/CLEANOUT LATERAL W CLEANOUT INV. 25.4,• OFFSET: 1.0 L STA: 1+81.00 /@ 0.287 LATERAL W/CLEANOUT- -CONST. 6 SEWERSTA:3+11.00 STA:6+61.00 SAWCUT EXIST. CONC. CONST. 6" SEWEROFFSET: 1.0 L OFFSET. 1.0' L LATERAL W/CLEANOUTCITY OF SEBASTIAN FOUNTAIN TOWERS LLC -CONST. 6" SEWER OFFSET: 1.0' L STA:8+10.00 DRIVEWAY FOR GRAVITY LATERAL W/CLEA,'VO(,T 30382100001000000025.1 RIZWLATERAL W/CLEANOUT OFFSET. 1.0 L SEWER INSTALLATION STA: 11 +00.00 30382100001000000025.0 STA:4+74.50 REPAIR DRIVEWAY PER OFFSET: 1.0' L 303821000012 .0 OFFSET. 1.0 L SEA CREST OF DETAIL ON SHEET 20 OONWALA, Ai SAWCUT EXIST. CONC. SEBASTIAN LLC FAMILY CAR A CO INC, 30383000011( �1 DRIVEWAY AND REMOVE 'EXIST. 8" WATERMAINL0 M.E.S.O NOT DISTURB. CONST. 6" SE NER SAWCUT AND REMOVE 30383000010000000000.0 3038210000 0000023.0 PTS OF BREVARD COUNTY INC,. EXIST. 24 CMP AND LATERAL W CLEANOUT EXIST ASPHALT TURN LANE 30382100001000000022.0 FOR GRAVITY SEWER INSTALL TION AINTAIN MINIMUM 7' EXIST. 12" CMP AND M.E.S. REPLACE REPLACE EXIST. 24" CMP ANC M.E.S. ORIZONTAL CLEARANCE STA: 4+60.50, AS NECESSARY TO INSTALL ANY STORM SEWER DAMAGE DURING ~ IN KIND, MATCHING EXIST. INVE=RTS AND B TWEEN PROPOSED SEWER OFFSET. 1.0 L PROPOSED GRAVITY SEWER SAWCUT EXIST. ASPHALT W AND EXIST WATER MAIN REPLACE TURN LANE, CURB CONSTRUCTION MATCHING EXISTING DRIVEhAY FOR GRAVITY W REPAIR CONC. DRIVEWAY PER AND DRAINAGE PER FDOT INVERTS PER F.D.O. T. REQUIREMENTS SEWER INSTALLATION DETAIL ON SHEET 20 STANDARDS AND DETAILS = ON SHEET 20 30 28 26 24 22 20 18 16 14 12 10 8 EXIST. GRADE REFLECTS GRADE FOLLOWING PROPO GRAVITY SEWER ALIGNMEN J PLA N VIES HORIZ. SCALE: 1"=40' REPAIR DRIVEWAY PER DETAIL ON SHEET 20 I� N co 00 `-�- EXIST. 12" CMP AND M.E.S. REPAIR A'� N i r< ° N O 0) OR REPLACE ANY STORM SEWER DAMAGE `r o +I z Q + 04 N L6 N N � " ",� DURING CONSTRUCTION MATCHING EXISTING oZ W N ti N N N IN VER TS PER F. D. O. T. REQUIREMENTS o 0 `.� UcnO�� V_: CN II II � . - � II u u i, Q » zif II II ohlL� Q� U in ? 8 nor?? v�nor?? ---------_------- --------- _ EXIST DRAINAGE MH -1; IN,/.=25.11 ------------- 11 I�----------r--------------------- ------------------ -\--r ---------------------------------------- -- --------111NV. =24 /\ I T-- ------------------ i I 140 LF 10" �-----1 r ----> RA Vl ® 0.84% ' � - -4 k - �- , 400 LF 10" ORAWTY ® 0.28% SAWCUT EXIST. CONC. DRIVEWAY 68 LF 10" GI`AVITY ®0.23% I I I REPAIR PER DETAIL ON SHEET 20 LJ 325 LF 10" GRA TY ®0.28% REMOVE EXIST. 24 "j CMP AND M.E.S.- EXI SA'. 15" RCP EXIST. 15" RCP FORGRAVITY SEWER INSTALLATION REP&CE EXIST. 24" CMP AND M.E.S. MATCHING EXIST. INVERTS 0+00 1+00 EXISTING UTILITY LOCATION NOTES I. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE EXISTING POTABLE WATER MAIN ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES, HYDRANTS, MARKERS, AND INFORMATION PROVIDED BY THE INDIAN RIVER COUNTY UTILITY DEPARTMENT. THE DEPTH OF THE WATER MAIN IS UNKNOWN BUT IS CUSTOMARILY CONSTRUCTED WITH 36" TO 42" OF COVER AS A GUIDELINE. 2. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE 4" PLASTIC GAS PIPELINE ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES AND SURFACE MARKERS. GAS PIPELINE DESIGN PLANS PREPARED BY KIMLEY HORN AND ASSOCIATES WERE OBTAINED BUT AS -BUILT PLANS WERE NOT AVAILABLE AT THE TIME THESE PLANS WERE PREPARED. THE DEPTH OF THE 4" PLASTIC GAS PIPELINE IS UNKNOWN. THE CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE GAS PIPELINE COMPANY TO BE AVAILABLE TO PROTECT THE EXISTING 4" GAS PIPELINE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. THE COST OF THE GAS PIPELINE REPRESENTATIVE SHALL BE INCLUDED IN THE PRICE BID PER LINEAL FOOT OF GRAVITY SEWER. I. 5/19/15 REVISED PER F.D.O.T. COMMENT LETTER OF 4/10/15 SH/EHM NO. DATE DESCRIPTION DR/APP REVISIONS 2+00 J+00 M 6oa��a4aac� aac�oa��Q� CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 /FAX (772) 794-1106 4+00 5+00 6+00 PROFILE VIEW HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' 7+00 INDIAN RIVER COUNTY SAWCUT EXIST. ASPHALT SAWCUT EXIST. CONC. _// DRIVEWAY FOR GRA VrTY DRIVEWAY FOR GRAVITY SFWEB.JNISTALLATION R IIUCTdI r d SON REPAID DRIVEWAY PER REPAIR DRI VEWA" PER DETAIL ON SHEET 20 DETAIL ON SHEE- 20 NORTH COUNTY COMMERCIAL SEWER U.S. HIGHU117"AY #1 PLAN AND • COUNTYINDIAN RIVER •-DA 9+00 'Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law." 10+00 ©2015, MASTELLER & MOLER, INC. EARL 0 W W O O Lo n + v of of 30LLI Q 6- W --------------- z r 22 U 200 LF 10" GRA WTY 0 0.28% ' -116- 4 6 - ,4 4 e) ,L 40 6- 11+00 -- 11 + 00 12+1 DRAWN SH DESIGNED SH CHECKED EH M i DATE 10/2014 SCALE AS SHOWN r- i- SHEET 4 OF 21 ;, P.E. FL#26658 DWG NO 1422 EXIST. 4" FLEXIBLE POLY t GAS MAIN. (CONTRACTOR GRAPHIC SCALE TO COORDINATE WGAS COMPANY TO FACILITATE CONST. MH 9 GRAVITY SEWER CONSTRUCTION) RIM= 23.111 +o o �o �o eo O INV.= 17.05 N N EXIST. 18" CMP AND M.E.S. REPLACE EMMA INV.= 17.00 ) ANY STORM SEWER DAMAGE DURING - �N FEET 0 CoNC. HEADWALL CONSTRUCTION MATCHING EXISTING TOP _21.7, EXIST. 24"R. C.P. re°ati`"' n1 �NV'18•ss INVERTS PER F.D.O.T. REQUIREMENTS I huh = 40 ! 158LF 10" PVC CONST. MH �10 CONST. MH##6 I ®0.289 40OLF 10" PVC- RIM= 22.3 RIM= 22.90EN-RrA I @ 0.289 40OLF 10" PVC INV.= 18.85 24" RCP ® 0.289 INV.= 15.88 S) INV.= 15.83 � ) INV.= 18.80 �I� 40OLF 10" PVC - - - - -1DMH@ 0.289-------- ------- --- -----}�---------------- --- -VJ------ -- ED-"�--- �-------------� 1----------------------1-----N:�ASPHAL --- - �`� AS 934 a� » 0c �' -- �;----------------^- - - ,i. r" t1R`1PfWVV.=1 6. tih �' I - 40LF 10 PVC ��. , �,�" �.--------- --- - - I © 0.289 SPHALT �U. S. HI GH WA Y N------ - - _ j AD ?3 T `---------------- - I ------------ ------ -�� --- - --------- -- ��---------- - - RCP ?� ROAD �- 18" - _ a , _ �Lk _ 7t: �-. >' 2 5� r CMP GAS GAS GAS G S GAS �� 'C"'. �r1� GAS ice-- GAS GAS GAS GAS --=GAS GAS R�. t� Vi'.µ, a r� {.'� r" c Tec f:t►--------•- 2� I v 12" ADS ES ?�� V . S. - G T ��yr Q HIGH n10 DW LL ti ry �� " n n '`'' -T- \ `'_-,�5` L �„ t. (; A C ? - - - - - - - 2 �� 1, ' INV.>21.7 4- , `r t_ e 1' / t_ 1KL- •J 1 "° r A + WL I JNL, WL I I �. �y �--69AERB --ter WL WL l 11 �ii �i� �'4 L ^ ?`' 1 6 ASP WL ` L =222' 1 Wl y. ' L�RIVEW ° y. WL ` YVt.•: L' 1 v. 6' + -I' ( ,�, I E.S. {J bN. '�� c ` t -?_>� 6 r h CURB AND ROAD ALT no . ' u-' y 1. A IN ` 12 �' WL ---f+EBG�rL ✓ ?� 1 � vv I 1 } ti, . AAs �. 12+50 13+Qd 13+50 140 14+50 15+ 0 15+50 16+00 16 0 " WL __ ENV. _ 1g - o GUTTER o+. 12+Ot1�+ v c 17+00 tiO 17 50 -I-- - _ti I 4 q W� j G 5 T - °+ 1 �,• ° 1$.f 00 18 50 19 00 EDGE ` L ° 1 )/ ° ° CONST.,,.41H 7 4 1,. 1s+5o 5 f Y GA 2" +00 2 / ti S �q n ti . ti (` 2lf' R�1, 50 l , }I V_r S �`}GA_S -- GAS --- • - �° o00 ,L b RIM= 22.8 f CONST. 6" SEWER `� 2 -- :: a + - ` GAS INV.= 18.69 CONST., CONST. 6 SEWER M.E.� � ;� �,; wL �'vJ LATERAIL W/CLEANOUT / r \ �ti' �ti� �Q+oo 23-1-5,/ t EAST R.O.W. LINE INV.= 18.64 LATERAL W CLEANOUT =21.46' ` w `^' z4+o. STA: 16 55.00 CONCRE OFFSET. 1.0' L STA: 20+05.00 DRI VE , OFFSET: 1.O', L CONST. 6" SEWER ABID H (TRS) CONST. MH 8 SAWCUT EXIST. CONC. STA.21 LATERAL WICLEANOUT - .A, ( SEBASTIAN PARTNERS LLC, 11000000000.0 RIM= 23.85± DRIVEWAY AND REMOVE 5.50 00 30382100001000000021.1 INV.= 18.20 S ZAIDI, SPED fRFAN H (COTRS) & OFFSET- '. L - EXIST. 12" A.D.S. AND M.E.S. INV.= 18.15 f N3 MUNAWAR SULTANA (COTRS) FOR GRAVITY SEWER INSTALLA-ULIN 30382100001000000020.2 REPLACE EXIST" -A.D.S. AND M.E.S. EXIST. 24" RCP AND h'~ADWALL. REMOVE -JhLKIND, UATCHING EXIST. INVERTS AND SHALHOUB, HALA GERISEB P HEADWALL AND CONSTf�UCT S-1, TYPE "C" REPAtR CONC. DRIVEWAY PER 3038360 INLET (CONFLICT STRUC rURE). SEE DETAIL EXIST. 8 WATERMAIN SAWCUT EXIST. CONC. 30382100001000000019.0 00040010 SHEET 20 DO NOT DISTURB. DRIVEWAY AND REMOVE DETAIL ON SHEET 20 00--N MAINTAIN MINIMUM 7' EXIST. 15" RCP AND M.E.S. HORIZONTAL CLEARANCE FOR RAVITY SEWER INSTALLATION-- BETWEEN PROPOSED SEWER REPLACE EXIST 15-RCf"-�D M.E.S. AND EXIST. WATER MAIN) 1 D, --MATCHING EXIST. INVERTS AND I- W REPAIR CONC. DRIVEWAY PER LTJ W DETAIL ON SHEET 20 SAWCUT AND REMOVE - EXIST SPHALT TURN LANE W AS N CESSARY TO INSTALL _ N PRO OSED GRAVITY SEWER W W t� O N OJ tjZ OJi2 ^J �Z O to O O o0 %,q- O) to 30 cd� Nap� h�N�� ~ •.L1J••LU� II II � ••� II II II V) LZ 6 cn ooc 26 - J / W Z 5 e) ell --- (, CONST S-1 TYPE "C" INLET 11 (CONFLICT STRUCTURE) Q Vin_ SES DETAIL SHEET -- �� 158 LF 10" GRAiVITY ® 0.2890 �8 40 LF 10" GRAVITY 1@ 0.28Z - EXIST. 24" RCF INV. = 18.79 14 - 1 , L 7 P1 V M 12+00 13+00 EXISTING UTILITY LOCATION NOTES I. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE EXISTING POTABLE WATER MAIN ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES, HYDRANTS, MARKERS, AND INFORMATION PROVIDED BY THE INDIAN RIVER COUNTY UTILITY DEPARTMENT. THE DEPTH OF THE WATER MAIN IS UNKNOWN BUT IS CUSTOMARILY CONSTRUCTED WITH 36" TO 42" OF COVER AS A GUIDELINE. 2. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE 4" PLASTIC GAS PIPELINE ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES AND SURFACE MARKERS. GAS PIPELINE DESIGN PLANS PREPARED BY KIMLEY HORN AND ASSOCIATES WERE OBTAINED BUT AS -BUILT PLANS WERE NOT AVAILABLE AT THE TIME THESE PLANS WERE PREPARED. THE DEPTH OF THE 4" PLASTIC GAS PIPELINE IS UNKNOWN. THE CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE GAS PIPELINE COMPANY TO BE AVAILABLE TO PROTECT THE EXISTING 4" GAS PIPELINE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. THE COST OF THE GAS PIPELINE REPRESENTATIVE SHALL BE INCLUDED IN THE PRICE BID PER LINEAL FOOT OF GRAVITY SEWER. 1. 5/IcI/15 REVISED PER F.D.O.T. COMMENT LETTER OF 4/10/15 SH/EHM NO. DATE DESCRIPTION DR/APP REVISIONS 14+00 15+00 PLAmVIE HORIZ. SCALE: 1"=40' SAWCUT EXIST. CONC. DRIVEWAY AND RESTORE EXIST. 18" CMP AND M.E.S. REPAIR PER DETAIL ON SHEET 20 OR REPLACE ANY STORM SEWER DAMAGE DURING CONSTRUCTION MATCHING EXISTING EXIST. GRADE REFLECTS INVERTS PER F.D.O.T REQUIREMENTS GRADE FOLLOWING PROPOSED GRAVITY SEWER ALIGNMENT Z (Z3 V-: C,4 ^^ 8cnO�?? 7-1 INV.=23.39 L- ----------- --- INV, -=-23.-39 ------- --- 16+00 1-400 L 0.-tL7. REMOVE EXIST. 15" RdP AND M.E.S.-I FOB -GRAVITY SEWER INSTALLATION REPLACE EXIST. 15" RCP AND M.E.S. MATCHING EXIST. INVERTS nnodNa9 oac�o M c�oa��a4oa6 ga@oagga@ CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 /FAX (772) 794-1106 17+00 18+00 19+00 PROFILE VIEIAI VV HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' oaooQa nuwgn @@UKV1q REP IR TURN LANE & CURB PE DETAILS ON SHEET 20 W W 0 O O SAWCUT EXIST. CONC. + DRIVEWAY AND RESTORE d. PER DETAIL ON SHEET 20 N 30 .. nCK) ( Q ti CIA I W _ Z L I U 20 Q e�- 400 / F fn" Rdd tnry .p 11 INV.=19. 400 LF 10" GFLAIWTY ® 0.289 SAWCUT AND REMOVE EXIST ASPHALT TURN LANE 5 NECESSARY TO INS TALL PROPOSED GRA I TY SEWER EPAI R TURN L NE & CURB SHEET 20 20+00 21+00 22+00 NORTH @@COMMERCIAL SEWER AY PLAN FLORIDAU.S. HIGHIVIN INDIAN RIVER COUNTY "Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Mosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federal Copyright Law." ©2015, MASTELLER & MOLER, INC. EARL H. ,4- '2 ,0 8- 6- 23+00 V 23+00 24+; F DRAWN SH DESIGNED SH CHECKED EH M DATE 10/2014 SCALE AS SHOWN ' SHEET 5 OF 21 P.E. FL#26658 DWG NO 1422 EXIST. SEWER MH _ RIM = 21.86 INV.= 11.81 W EXIST. j --SEXIST. GRAVITY GRAPHIC SCALE INV.= 11.84 S EXIST )SEWER O INV.= 11.86 E PROP. ---- 40 020 40 so CORE EXIST. MH `O9 1 1 , APPR®X. LOCATION OR NEW INVERT , OF EXIST. 4 WAI RMAI i'2 SMH — — �p1GfH TOP ELEV.=21.86' IN FEET) CONST 137LF 10" D.I.P. — — — — TOP ELEV.=21.79' FL ELEV.=11.81' EXIST. 8" WATERMAIN EXIST. 4" FLEXIBLE POLY I inch = 40 1't.. IN 20" CASING ® 0.34% FL ELEV.=15.94 \� (JACK AND BORE SEE SHEET 18)msµ° DO NOT DISTURB. GAS MAIN. (CONTRACTOR _________ __ ------- (MAINTAIN MINIMUM 7' TO COORDINATE W GAS __--- HORIZONTAL CLEARANCE - --- COMPAN Y TO FACILITATE TATE /� EXIST. GRAVITY) - --- BETWEEN PROPOSED SEWER __- 2°?-_---� \i�vll AND EXIST. WATER MAIN) GRAVITY SEWER CONSTRUCTION) - - o� EXIST. 18" RCP AND M.E.S. REPLACE----E_R-_-_-_-_-_- _-_-_-_-_-_-_--CONST. MH#12 -----------r_._2j"ANY STORM SEWER DAMAGE DURING 0 ° �' MATCHING EXISTING i RIM= 22.2 f �ry ARE EXH �� CONSTRUCTIONINV.- 13.56 S APPROX. LOCATION " 2 ' T REQUIREMENTS CONST 8" PVC WATER OF EXIST. 6" WA TERMAIN CONST. 8 WM OVEi? b ?111 .FOR NEW 0 " n INVERTS PER F.D.O. INV.= 13.51 N ________-- OVER PROPOSED GRAVITY------------ ---UR' Wim€ W GRAVITY SEWER SEWER & GAS PIPELINE MIN. VERT. CLEARANCE 1WITH 18 MIN. VERT. CONST. MH#13 ° " / l EST Ii ✓V= 1 5` CONST. MH 11 CLEARANCE. PROVIDE ONE RIM= 22.40± s TH Nv. _1 _o' RIM= 22.36f / I 20' MIN. SOLID PIPE==l�b�=X3•'48 N ___ 400LF 10 PVC INV. = 14.72 S f CENTERED A T CROSSING r INV = 12.43 2890 = 14.67 N CP _ -------. -. - ._ INV.= 12.33 - ® 0. INV. �) _ ' �~— l� CQNS�_ 2 _4�' _ / 18" R _ ` HL5 ►HAaNED E14D�- 411, ASPH T 5 N I� 15 " RCP ___-_----= ------ " n� ROA p,.� U. HIGHWAY N0.1 --------- �J '1'--`----------------�---- — � 'i O" aha r� — —___ — ]---"�-------------- � -...,- oGE of oAD-- HIGHWAY N0• �1 ------�----�L_------------- — k " �� � x _ � E _ ASPHALT U • S. _ - _ - _ _ - - - - GAS CCAS eS� ,,�� GAS GAS nG�S GAS GAS " `' �a �- _ =- '`" _" �— 11 GAS h cr P h ROAD ] s - i - - - - - }� „/ GAS GAS GAS �:r % "c;T tea. GAS GAS G -,�AS G x� ��GASGA- _- ROAD ASPHALT " r" - _ ^ - - _ - �- - \ v' 4\ Itea, N r_ e G G / 1 -� I �� T �" 3250 33+00 33 } 50 k 34+00 3450 �� ak5 �ASIN k 35 50 y "•' A -----5 — �' _ - /— 31+50 32+00 x ". 3 DRIVEWAY 2 _--4- HED �. G G 29� 50 3050 r 31+00 a ��=17.40' i CONST. R. S GATE "� " z, v MEC/- 00 A- 30+00 "°" a v ` L1 arc 29+ `c, �' " M ..t�y' J E wv. " �; ,� & VALVE ONC./PADS BOX ° k ^ 22° ° s HEDG 00 27 CONST, 6 SEWER CONST. FIRE HYDRANT 2s ►0 LATERAL W CLEANOUT r s r ,?HEDGE - 2550 STA: 28+32.00 CONST. 6" SEWER ASSEMBLY .2 X03, "� 0 5 ,ti OFFSET: 1.0 L 385LF 10" PVC 24 00 ^r�ry, . s "^pry 4U�� LATERAL W/CLEANOUT 'CONST. (2) 45' 00.28 CONST. 8" WM UNDER STA: 26+54.00 EAST R.O.W. LINE CONST. TEMP. JUMPER RESTRAINED BENDS OFFSET:1.0' L / CONNECTIAND 400LF 10" PVC EXIST. RT RCP R NC MIN. VERT. CLEARANCE 105LF 10" PVC` - ON ,.,,� ®1.419 SAMPLE TAP #1 p 0.289 NS T 8" PVC WATER ROYAL PALM CORPORATE L0I- W GERI SEB PL, W 500004001000001.0 V) W W V) CO / . SAND RIDGE CENTRE CONDO MAIN WITH 36" MIN. COVER CENTER ASSOCIATES LTD CONST. SAMPLE TAP #2 30383600006000000000.0 —REMOVE EXIST. BLIND FLANGE (MAINTAIN MINIMUM 7' 30382500000004100002.0 HORIZONTAL CLEARANCE SAWCU_ T EXIST. ASPHALT - & CONNECT PROPOSED BETWEEN PROPOSED SEWER `SAWCUT AND REMOVE DRIVEWAY FOR GRA VI TY / 8, PVC WATER MAIN AND PROPOSED WATER MAIN) EXIST ASPHALT TURN LANE SEWER INSTALLATION TO EXIST. 8" VALVE. AS NECESSARY TO INSTALL REPAIR DRIVEWAY PER/ PLAN VIE PROPOSED GRAVITY SEWER DETAIL ON SHEET 20 REPAIR TURN LANE & CURB HORIZ. SCALE: 1"=40' PER DETAILS ON SHEET 20 SAWCUT EXIST. ASPHALT O EXIST. GRADE (REFLECTS DRIVEWAY AND RESTORE O GRADE FOLLOWING PROPOSED PER DETAIL ON SHEET 20 + GRAVITY SEWER ALIGNMENT _ Ca CONST. TEMP. JUMPER d- n N .. N N ; .. N "� "� CONST. FIRE HYDRANT r4 ; .. N ►� N N W CONNECTIpN AND ~ "� �1 `�' ASSEMBLY ~ � Q v1p II II �u II II SII I II II Z Q SAMPLE TAP #1 Q LL ZLC �n o ? ? / v vi o ? ? CONST. 8" PVC TWA TER v o z z ? OVER PROPOSED GRAVITY SEWER W/18" Mft VERT. I CLEARANCE - W24 _ _- --- ---------- -----_ __ __--------------------------------�---' Z2 ------------------------------ ------- ------------------ I - ------------------ SAWEU�-4fd8-REi�0VE I -- -- y, { EXIST AS HALT TURN LANE AS NECESSARY TO INSTILL , F, P- I7� _.. Q PROP SEn G A-VITY-SE-WEER12 - - - REPAIR TURN LANE & CI IRB - PER DETA LS ON SHEET 20 - �X�9' � 15" J., CONST. (2) 45' V LVE W/VALVET BOX INV.= 17.40 RESTRAINED BENDS & CONC. PAD 16 4vu El 10 GRAVITY ®0.289 400 Lfl0" GRAVITY ® a289- 385 LF 10" GRAVITY ® 0.289 0 EXIST. 8" PVC NATER MAIN i CER - / '112AIN WI.TH 36" MIN. CdVER REMOVE EXIST. BLIND FLANGE- (MAINTA14 MINIMUM 7 & CONNECT PROPOSED ; , 0rNZpN -z-CLEARAfJC .1 8" PVC WATER MAIN BETWEEN PROPOSED SE R CONST. SAMPLE TAP #2 TO EXIST. 8" VALVE AND PRO °OSED WATER MAIN) F__ 1h, I- W W 0 24+00 25+00 EXISTING UTILITY LOCATION NOTES I. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE EXISTING POTABLE WATER MAIN ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES, HYDRANTS, MARKERS, AND INFORMATION PROVIDED BY THE INDIAN RIVER COUNTY UTILITY DEPARTMENT. THE DEPTH OF THE WATER MAIN IS UNKNOWN BUT IS CUSTOMARILY CONSTRUCTED WITH 36" TO 42" OF COVER AS A GUIDELINE. 2. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE 4" PLASTIC GAS PIPELINE ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES AND SURFACE MARKERS. GAS PIPELINE DESIGN PLANS PREPARED BY KIMLEY HORN AND ASSOCIATES WERE OBTAINED BUT AS -BUILT PLANS WERE NOT AVAILABLE AT THE TIME THESE PLANS WERE PREPARED. THE DEPTH OF THE 4" PLASTIC GAS PIPELINE 15 UNKNOWN. THE CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE OF THE GAS PIPELINE COMPANY TO Be AVAILABLE TO PROTECT THE EXISTING 4" GAS PIPELINE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. THE COST OF THE GAS PIPELINE REPRESENTATIVE SHALL BE INCLUDED IN THE PRICE BID PER LINEAL FOOT OF GRAVITY SEWER. 26+00 27+00 28+00 M a � W@Ignq or -\n@, " M 1 C�OGY13Md4�Gv1C� Lfi ]CO[�C�QG3�3 I. 5/19/15 REVISED PER F.D.O.T. COMMENT LETTER OF 4/10/15 SH/EHM CERTIFICATE OF AUTHORIZATION NUMBER 4204 NO. DATE DESCRIPTION DR/APP 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 FR E VI S I O N S (772) 567-5300 / FAX (772) 794-1106 29+00 J0+00 PROFILE VIEW HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' J1+00 oaoopa @o�a4rr 32+00 [�1JO1f24C{1 @@UKUIY @@1L_U1111L_U111N12@0,%R1 Q39 9___K U.S. HIGHIVIV AY #1 PLAN AND PROFILESINDIAN RIVER COUNTY 33+ 00 34+00 "Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Low." FLORIDA ©2015, MASTELLER & MOLER, INC. EARL H. 35+00 40 6- 36+ Pi DRAM SH 0N 1012ue►sn,,,.%Ft yi DESIGNED SH • ��auc•y • � ��••,�\C ENS; •,• !„ y,,, •'• CHECKED EH M • DATE 10/2014 J No. g 2 SCALE AS SHOWN 6 OF 21 SHEET •r P.E. • � FL#26658 DWG NO .1422 �. CRAPHIC SCALE 40 0 20 40 00 O IN FEET) O I Inch = 40 rt. CONST. MH#14 EXIST. 4" FLEXIBLE POLY INV.= 16.600 (S) CONST. MH �16 GAS MAIN. CONTRACTOR CONST. 115 CONST. FIRE HYDRANT— RIM= 20.2 TO COORDINATE W GAS RIM= 20.2 ASSEMBLY INV.= 15.01 N COMPANY TO FACILITATE INV.= 16.26 (N) INV.= 14.96 (S� GRAVITY SEWER CONSTRUCTION) INV.= 16.21 S v M X23; F °L------------ y�EDGE OF ROAD 771 ASPHALT U.S. HIGHWAY N0. 1 ROAD —�— 4k------b""�\`----_ 12 ^ ----- —Sq e `� M' 3, ry--------------- �^-------- — — as +Y='g GAS ASP h r — — -- `' — — — — �, _ � �` GAS ti r GAS Fi'AS fav Y�:. c GAS` AwL WL WL WL AS ry . _—�_---_------- o GAS — GA,S� �' _ _ _ _ __ _ _ — — _ x << ROAD--._----�_— _----�'�"-•-- c_.,' r,,' r C GAS x G .� l \ S _ — — — — — aO w a r g —GAS GAS GAS Gf'. y ,. 'CONCRETE SIDEWAL — k 45+00 45 50 °. GAS GAS G 1 —_ — — — - 4-t50' 3+' 4350 f 44-+100 44+50 1 c GAS GA GAS- ��, _ I 40� 50 '` 41+0 41 50 rV. 42+00 ry y —GAS —" GAS;>, 39-I-50 w 40+00 ti GAS GAS — GAS V< 38--50 39+00 ? GAS GAS AS 37 50 38+00 k t y 37+00 �� M 36x-50 k 36+00 F, ry CONST. 8" RESTRAINED 90' i EAST R.O.W. LINE CONST L6�W SEWER C EANOUT \ 112LF 10 PVC � 40OLF 10" PVC ©0.3090 OFFSET. .0' L - GAS GAS WL WL \ WL 46+00 4650 %W. 0.3090 CONST. 8"X12" WET TAP INDIGO DEVELOPMENT INC �1 WITH TAPPING VALVE AND SLEEVE 30382500003000100003.1 CD ROYAL PALM CORPORATE QUALITY HEALTH CARE INC OF, CONST. SAMPLE TAP #3 CONST. 8" PVC WATER CENTER ASSOCIATES LTD FLORIDA (SUCTR) �— MAIN WITH 36" MIN. COVER 30382500000004100002.0 30382500000005000005.0 W (MAINTAIN MINIMUM 7' W HORIZONTAL CLEARANCE 77 AND PROPOSED SEEN EDPROPOSED MAIN) W W 0 O O M Q r� V / • W Z PLAN VIE HORIZ. SCALE: 1"=40' -- n A � Ir-) rrt r-^-r[- —6 - 36+00 37+00 EXISTING UTILITY LOCATION NOTES t-v►vo ►. 0 r-vL. Wi ►1=rx IV AIN WITH 36" WIN. COVER %4AINTRIZONTAL CLEARANCE BETWEEN PROPOSED SEWER Al l D—P ?--OPOSED l n ►) I. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE EXISTING POTABLE WATER MAIN ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES, HYDRANTS, MARKERS, AND INFORMATION PROVIDED BY THE INDIAN RIVER COUNTY UTILITY DEPARTMENT. THE DEPTH OF THE WATER MAIN IS UNKNOWN BUT IS CUSTOMARILY CONSTRUCTED WITH 36" TO 42" OF COVER AS A GUIDELINE. 2. THE LOCATION OF THE HORIZONTAL ALIGNMENT OF THE 4" PLASTIC GAS PIPELINE ALONG U.S. HIGHWAY #1 IS SHOWN ON THESE PLANS BASED ON FIELD SURVEYS OF VALVES AND SURFACE MARKERS. GAS PIPELINE DESIGN PLANS PREPARED BY KIMLEY HORN AND ASSOCIATES WERE OBTAINED BUT AS—BUILT PLANS WERE NOT AVAILABLE AT THE TIME THESE PLANS WERE PREPARED. THE DEPTH OF THE 4" PLASTIC GAS PIPELINE IS UNKNOWN. THE CONTRACTOR SHALL ARRANGE FOR A REPRESENTATIVE- OF EPRESENTATIVEOF THE GAS PIPELINE COMPANY TO BE AVAILABLE TO PROTECT THE EXISTNG 4" GAS PIPELINE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. THE COST OF THE GAS PIPELINE REPRESENTATIVE SHALL BE INCLUDED IN THE PRICE BID PER LINEAL FOOT OF GRAVITY SEWER. I. 5/19/15 REVISED PER F.D.O.T. COMMENT LETTER OF 4/10/15 NO. DATE DESCRIPTION REVISIONS SH/EHM DR/APP 38+00 39+00 • �� 41+00 42+00 PROFILE VIEW HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' ----------� CONST. 8"X12" WET TAP WITH 74PPING VALVE AND SLEEVE. CONST SAMPLE TAP ;F3 43+00 44+00 45+00 M G�]La�4C�ddC�G� � G�]OdCQ9 �aC�o UIfl[002%[� RoWg[2 @@ULF'fl14W c�oa��a4oac� �a6oa�aQ� C�OG�4Cz] C�OM[�14� C�O�]G�]CG3C�OLad �C��C�G� CERTIFICATE OF AUTHORIZATION NUMBER 4204 U.S. HIGHWWWAY �1 PLAN AND PROFILES 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 INDIAN RIVER COUNTY FLORIDA 46+00 Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of s Masteller & Moler, Inc. pursuant to the Federal 5 Copyright Law." 1 ©2015, MASTELLER & MOLER, INC. EARL H. GAS` WL S.WL GAS WL GAS }— �- WL +00 47+50 47+00 DRAWN SH ��„aa�•nNeeesefeteaisarr�W A�e%A.% ty� ir�s DESIGNED SH ••,••e••••,,• x-49 ,'��CEN.SL;••;:� --y- CHECKED EHM No. 26658 c DATE 10/2014 • *MAY 2215 SCALE AS SHOWN a , SHEET 7 OF 21 y,'.�t�? '• �, a, P.E. F L# 2 6 6 5 8 DWG NO 1422 pr',���hCi1M,miMfItttfEOtt��`y 0 GRAPHIC SCALE0 - _ 00 NOTE. O0 o o 1 io eo ALL DISTURBED STRI PI -A Y o -� SIGNAGE TO ACED. o � o O STRIPING BE THERMOPLASTIC (0 m CONST. 6" SEWER DUT IN FEET) CMFORMING TO F.D.O.T. STANDARD17- SPECIFICATIONS LATERAL W/CLAN I inch = 40 ft. _ I SPECI FI CATIONS FOR ROAD AND o - SAWCUT EXIST. CONC. CD r STA: 12+05.00 BRIDGE CONSTRUCTION. DRIVEWAY AND RESTORE o OFFSET:320' L PARCEL PER DETAIL ON SHEET 20 CONST. DROP MH#34 SAWCUT EXIST. CON(- 3038 100001999900020.0 RIM= 10.50± DRIVEWAY AND RESTORE _ SAWCUT DIST. CONC. o INV.= (-)1.39 (N) PER DETAIL ON SHEET 20 DRIVEWAY AND RESTORE SAWCUT EAST. CONC. CONST. 6 SEWER CONST. MH#33 INV.= 2.40 S PER DETAiiL ON SHEET 20 DRIVEWAY AND RESTORE LATERAL WICLEANOUT RIM= 10.35± INV,=( -)1.49) E CONST. MH#31 PER DETAIL_ ON SHEET 20 STA: 7+59.00 INV.= 2.90 (S) ( ) RIM= 9.35± NO. RfNS 3H#t32 OFFSET: 33.00 L INV. = 2.85 (N) 327 LF 10 PVC INV.= 5.35 AY INV.= 4.15 (S) 150 LF 10" PVC GH \�� I � 0.28% V" CONST. 6" SEWER INV.= 4.10 (N) CONST. 6" SEWER 400 LF 10" PVC @ 0.30% S . LATERAL W/CLEANOUT LATERAL W /CLEANOUT ©0.30% �9 U ' STA: 0+35.60 STA: 6+20.(10 Q , r s - --- ^ - y CONST. E " SEWER OFFSET: 33. �D' L `'� �, � 7Q? � r OFFSET: 32.5' L 4. ' s --- 'QST, )o� „ LATERAL W/CLEANOUT ^ %�,4g 3 ,• q c �,e a 400 LF 10 PVC STA: 4+60. 0 ; :,��--- -- ���. T S8 ry >V of N 0.30% °3<� I& OFFSET. 33.2 L - - - - � �os9 s "4 QI �-`�----- TQ" - - - ��- _-----_____ --�----------- - -- -- ---- �� 8 hT°2 'O u ^ - - - - - - - - CURB - - - - - - n iT[ST q ee ` rt� , In u k °kp `��`----`-----Y_-_...... ~SA- 8 ��88 � r '�3 �_--_�t°'_--0`.�'---------- � F- 0. o_! � 2� I by k NSA - o-q�-- -- �6,-=-=�ryq�'i2 =_ --_� °-- I CAROADPTA y �� 10+00 �1+50.00 �. .......... h ---_-- --- 4 -9 0 `1�� ALA - y 05� _q `�___________ h rn ^meq' nota - my - I 8+50 q��ti9+O(;--''-`�=-Y 3 ------ ---- - I _ _ p - + 7+00 7+50 _ _- - _-- �` / - --- - NORTH +00 0 8 �"^ ------ --__- - / conb^ib ^rygq CURB ''"-------------�-'_-_-_--_.-��\ 1 - 5+00� 5+50 6-�Oibhs-f5�9, QO^ �'\--_=== _--------- �q�S o39 °,4' / - _-- E.O.P. ^ °.. -- I 4+00CEI� T_I_�+_L A V ------__ - ---___ I 2+50 ��� 3+00__ -- ------------ c� � A °nra �� Loi m' `� + 1+0 a h 1+50-^ _° 99 ---- ---___--_-- ^ �`-' 9 - -� 6�, _ 3+5 \ 0 _ - .� N h a h7y n Q+ Q ROAD Q� 50 'dg, _ --b p�q -=-__- --� �- �? 9S SA ^q 9 / ) O kry _ - t. _- S o _ _ _ _ _ _ - ^ { `. .z 3 - - - - C> ------- t Ne- j� (o^ X80 i I kt Oh cb y iJ y? p h 96 �h �^ ' - 'Jaq~ro'II a,„ q CONST. LIFT STATION Ary8 $. T 9 g h� 0 ory 0alb 9,44i/�\ �,1 __ ..� ,_, k o 1, k9 970 93 1 3? ; y r., O q g - s R - - - CONST. 6 SEWER 3, °A 8 - s�� `�� �. _ h ^�' 78 LF 10 PVC RIM = 10.45 \�1 - : ��� �_ - _ - U `- ; s k�� o�, �,Jr CONST. 6 SEWER @ 0.28% LATERAL W CLEANOUT INV = )1.84 01 / SAWCUT EXIST. AS'HALT ROADWAY LATERAL W/CLEANOUT VALVE OX & WETWELL - STA:5+70.00 AS NECESSARY FO GRAVITY SEWER & r------ -� TO BE LOCKED �� � W ^q CONST. 6" SEWER STA: 9+51.00 OFFSET: 32.60 L F.M. CONSTRUCTIO AND RESTORE I I 1 (SEE SITE PLAN SHEET 13) ^' CONST. 6" SEWER LATERAL W/CLEANOU ROADWAY PER DETAILS (SHEET 20) OFFSET: 320 R 1 I L 8 LF 10" PVC M ` CONST. 6" SEWER LATERAL W/CLEANOU STA: 4+26.0 I I @ 0.35% LA TERAL W/CLEANO T_ _ _ - - STA: 1 +32.440 STA: 2+27.20 OFFSET: 32.70 R L CONST. 6" SEWER OFFSET: 33.0 R OFFSET. 32.0 R LATERAL W CLEANOUT CONST. MH#35 , STA: 9+77.00 RIM _ 110.45E 71 W O o INVLLJ t OFFSET. 32.0' R V. ( ). j W INV.= (-)1.81 (N) CD o V) Q00 r w o W 1 0 V) l J Z Z NNix) 11) r� tri 14 PLAN VIE VIEW HORIZ. SCALE: o VERT. SCALE: 1"=4' g10/2014 N0.26658 •: a DATE HORIZ. SCALE: 1"=40' SCALE AS SHOWN `� tg E. SHEET 12 of 21 F L# 2 6 6 5 8 DWG No 1422 EXIST. GRADE (REFLECTS SAWCUT EXIST. CONC. N GRADE FOLLOWING PROPOSED DRIVEWAY AND RESTORE GRAVITY SEWER ALIGNMENT PER DETAIL ON SHEET 20 SAWCUT EXIST. CONC. SAWCUT EXIST. CONC. DRIVEWAY AND RESTORE co�.� o o -� Q DRIVEWAY AND RESTORE N N v Z PER DETAIL ON SHEET 20 PER DETAIL ON SHEET 20 N o �^ 12 -- - 10 -- ------- ----- ----------- ----------------- ------C �.�_�-----_ 8 A 6 4 2 0 -2 -4 0+00 1+00 I. 5/14/15 ADD SEWER EAST OF N. CENTRAL AVE. NO. DATE DESCRIPTION REVISIONS 490 LF 10" GRAVITY 6 0.309 2+00 3+00 N ' "' �' o N o °' o o 1 SAWCUT EXIST. CONC. V % ) <r ,, W DRIVEWAY AND RESTORE II p 11 Z Q (JI) 11 PER DETAIL ON SHEET 2-14 0 • • -----------_____ -T ------------- --- ------ ------------------------------------,� ----------- ----------------------------r ------ O-- U Q CONST. 4" F.M. W/36" MIN. COVER - 450- LF 70'- UHA V7 TY ® 0.309 j 150 LF 10" GRA I,7TY ® 0.309 4+00 5+00 6+00 7+00 8+00 9+00 - M WAgV[gjNg[2 W@jpn, or\n, LKJ@ a,- F M C�Oa�Md��a� C�aC�Da�C�G�� 5H/EHM DR/APP CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 PROFILE VIEW HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' INDIAN RIVER COUNTY NORTH COUNTY COMMERCIAL SEWER N. CENTRAL AVENUE PLAN AND PROFILES NIDIAIJ RIVER COUNTYFLORIDA 10+00 'Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law." t ©2015, MASTELLER & MOLER, INC. EARL H. 2 n 327 LF 10" GRAVITY ®G.28. 11+00 2 -4- 12+00 DRAWN SH �q�ssnssss,��saffesanrrae i�`�v�%, 't,a`iFi Iak�s �' ,9a�%. DESIGNED SH ',{;.•�..........�C,EN,S�;•,���e'y z CHECKED EH M g10/2014 N0.26658 •: a DATE MAY 2 2 904 SCALE AS SHOWN `� tg E. SHEET 12 of 21 F L# 2 6 6 5 8 DWG No 1422 NOTE: ALL DISTURBED STRIPING AND SIGNAGE TO BE REPLACED. CIRAPHIC SCALE STRIPING TO BE THERMOPLASTIC O CONFORMING TO F.D.O.T. STANDARD ,o o ao io eo SPECIFICATIONS FOR ROAD AND tl tt ar BRIDGE CONSTRUCTION. "' (IN FEET ) Inch = 40 ft. / SAWCUT AND REPLACE V 50 LF EXIST. "F" CURB ' W/MODIFI�D MIAMI GUTTER RRsk CONST. 4" RESTRAINED 90• _J12' 9LOCK 4 70 CD h SEVIVO ---------------__ ____ -- __ ----- -� CONST. 4 FORCEMAIN --- - -'`;, W/36" MIN. COVER a' 1 (48 UNDER N. CENTRAL A1/E I 10+00 1 +0 11-0 9 62 9X x IS-T-ASPHA-LT ROAD T- AS NECESSARY FOR GRAVITY SEWER &,,,, sy�� F.M. CONSTRUCTION AND RES -TOPE A 10' ROAD WAN PEf� DE-TAILS---SHEE- X2 )-- - MATCI-I AXI ST. 10.2 F '0 1 - I'V.MATCH (EXIST. s' caNclzEr, 10.2 SAWCUT AND REPLACE 50 LF EXI ST. SIDEWALK C= CONST. 1' WATER SERVICE I •� WIRPZ BACKFLOW I- I I P EVEN TER W CONS IMH ,35 Ar RIM= 10.4 f TIRE STOP- --- INV.= (-)1.71 (W INV.= (-)1.81 (N) CONST. LIFT STATION "A" 25'X25' U TIL. RIM = 10.45 EASEMENT INV. = Sa�1.84 VALVE & WETWELL TO BE LOCKED I 1 ► REINFORCED EXIST. SINGLE FLOOR I CONCRETE SLAB j RESIDENCE (6 "THICK) I I I , L----------------- ---------------- J LIFT STATION •A° SITE PLAN NOTES 1. LOCATION OF CONTROL PANEL PER IRCDUS INSPECTOR. 2. EXPANSION JOINTS SHALL BE REQUIRED AT WETWELL, VALVE PIT AND MANHOLE AS APPLICABLE. 3. CONCRETE SLAB CONSTRUCTION TO CONFORM TO ACI 318 STANDARD. 4. CONCRETE WET WELL/VALVE BOX SLAB TO EXTEND A MINIMUM OF 1' BEYOND ALL EQUIPMENT. I. 5/14/15 ADD 5EHER EAST OF N. CENTRAL AVE. NO. DATE DESCRIPTION FREVISIONS' w 0 W W U) 0 0 N •(SEEMATCHLINE:(SEE SHEET 15 MATCHLINE: (SEE SKEET 14) MATCHLINE. SHEET 16 ) . o Z II II QXSRT� 6 SEWERTI �� I' ( I I IL Al W/CLLANU 7 T t III I STA: 12+05.00 OFFSET: 32.0 L I I I,,250 LT- 8" 41C -s"`_m"_M.: '_a= .-...•scsN,A{K=--Zsr `a -t =_ -J°J- '9 - _ ri_-Qy+i ��' _ m.'nnv.'eI s,8°krn -- _ X _o1- ,I{P II ,•N, II ,_. I I "*�I�'.,,`IoII I = pr_ $I su>•ro- �rII IfI J 11 PARCEL CONST. 4» @ 4.73% Il -8 --P-: ^IIIIII�{ II I -gA,~ o^I 7 �r oRESRAINE90° O o 320 LF30382100001999900018.0 20.0 o r 2CONST6SEWER o @ 3.7 % ® o LATERAL W/CLEANOUT -t co I- o CC)CC) 0 STA: 13+34.00 OFFSET -31.0'L T D O IN ROCD � nEE SH 16 327 LF 10 » PVC ORCEUTol No83 LF 10" PVC CONST. 6"SEDER © 0.28% II I �TA: ATERA W/CLANOUT ON�rIJCT" 16 4.00 2 W/3 IN. COVER FFSET34.0s L CONST67SEWERONST1D GRAMCLATERAL W/CLEANOUT � /3 P?SEWR UNDER EXIST 355 LF 8PVC ^y�`maI'III I rIII +o+ 332 F%0» JVC- '�o^6^�i 'IIjIIcIIII IkIII1I II IIIIf I II , I I'I 1 I II ^Q`r^ Al O JTER,AIN �' .. 38.0 L® V. OFFSET: CONST. 10" GRA'VITY SEWER '�!0 UNDER EXISTA 15 CMP. 14 : 1myZaTzMA T1 FXISTING 77 �REPAIR ANS DAMAGE TO EXISTA- -0 99N ,100 12+50 13100 14+ r. F+ TH 4i5I+l ^+ Qati5+50 . Q��1500 c? --------- 16+50< I - a -,l ------------ I ry- ry___�- +00II 'Ls'16 NO,m CE17+00 00 N TRA L VE � ^^ / - - - - - ^ P _ --.Y„ ..._ -.x uv 4J� X47 '`- - -. - - - - - - - - .- - - - - - - - - - f0+00 �O- - _ . - - - 217+517 +^ \ hb�0�^10 I -1-s s P w n N n ~ ti k n N £ ^ +00 50 � �' 2 LF 10" PVC " ~� � �; CONST. MH 39 - - - _ - 33 N r ^ ■ d c? - ## � � �, � t II � �� �� � , - � � - - ;' _ Q ©0.3090' - - RIM= 10. 5±f �e t EXIST. AT& ES ^ T INV.= (-0.42 (N) + t tt 4 DEPTH UNKNO w CONST. MH 37 ^ / ' INV.= (-)0.47 S CONST. DROP M 38` ! rte. t DO NOT DISTURB RIM= 11.63f ' ^� ( ) O RIM= 10.20f f t t I Go INV. = 6.25 (W) SAWCUT EXIST. ASPHALT ROADWAY CONST. MH I t t o INV.= 6.25 (N) AS NECESSARY FOR G�ITY SEWER CONST. 6 SEWER RIM= 12.6Y± INV.= 4.70 N� r' I t t w o CONSTRUCTION AND' RESTORE ROADWAY LATERAL CONST. 6" SEWER �,, INV.= 4.82 W) 'A p I t t ) o INV.= 6.15 (S) PER DETAI S -(SHEET 20) STA•20+ 3 OCLEANOUT INV.= 7.26 (S) LATERAL W CLEANOUT o INV.= - 0. 9 , E I t t CONST 6 SEWER ➢ , / �' INV.- - 0.19 S >3 I t t o LATERAL W/CLEANOUT � OFFSET- 0.0 R STA: 13+78.00 N - I t 0-0 STA: i5+48.00 �' / OFFSET: 29.0 R Q.i I - tt t ` OFFSET: 34.50' RLO o� m I t t t o o CONST. 6 SEWER / o➢ 1 i f t t, CD in o LATERAL W/CLE�T t ; I i Ur o STA: 16+24.� oOFFSET: 344''550 R Q0 373LF PVC o © 0.28% o / o o _�1�u I- 1 - j` / LJ o /` W ry W LI PLAN VIEW F- HORIZ. SCALE: 1"=40' LiW ry Z n U EXIST. GRADE (REFLECTS-� Q) J N GRADE FOLLOWING PROPOSED Q o d. � GRAVITY SEWER ALIGNMENT z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -__--------- i 10 ----- ------ -- " R,�VF-T-Y-SEWER - NDER EXIST. 1 " CMP. EPAIR ANY DAMAGE TO EXIST. .P MATCHING EXISUNG_INVERTS -C CO111 - F M_ - W/36" 11 IN. COVER 332 LF 10" GRAVITY ® 0.44 M' 2 0 327 LF 10" GRA V11 Y 4 =I -f- 00 13+00 �a���da �a � �oar�a9 oac�o M c�oa��a4oac� �ac�oar�r�a� SH/EHM CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 Z �N1z; i N -oma Q / FAX A W •• W(J) L OFt- Z? O J Z O � ���� O � 77 �?ti2�r1qrILI -4 `^ (I it y 11 II er z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -__--------- i 10 ----- ------ -- " R,�VF-T-Y-SEWER - NDER EXIST. 1 " CMP. EPAIR ANY DAMAGE TO EXIST. .P MATCHING EXISUNG_INVERTS -C CO111 - F M_ - W/36" 11 IN. COVER 332 LF 10" GRAVITY ® 0.44 M' 2 0 327 LF 10" GRA V11 Y 4 =I -f- 00 13+00 �a���da �a � �oar�a9 oac�o M c�oa��a4oac� �ac�oar�r�a� SH/EHM CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERU BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 a3 - Lr- ao" GRAS -0.2M 14+00 � EXFST. 4" WATER �rIAIN W/18" 15+00 16+00 17+00 PROFILE VIEW HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' INDIAN RIVER iisiUNTY z 0 Y 0 Q O- QO J CN CN CNtiNl�l� � I v tn0�?2 k------------ L RORTH COUNTY COMMERCIAL SEWER N. CENTRAL AVENUE A AND COUNTYINDIAN RIVER .- . •I U 332 LF 10" GRAVITY 0 0.303 19+00 Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law." y ©2015, MASTELLER & MOLER, INC. EARL H. 20+00 21+00 DRAWN SH ilii4i9titin/ DESIGNED SH �%A. NV49 w�S• ...E..►. • afi, ••.°•���Eys ••���% CHECKED EHM `$ DATE 10/2014 No. 26658 ' MAY 2 2 J SCALE AS SHOWN • ^ SHEET . 13 OF 21 'y--,� ` ••�.:A� ae��; P.E. FL#28658 DWG NO 1422 NO. DATE DESCRIPTION REVISIONS N 0 TE: ALL DISTURBED STRIPING AND SIGNAGE TO BE REPLACED. STRIPING TO BE THERMOPLASTIC CONFORMING TO F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. CONST. 6" SEWER LATERAL/CLEANOUT CONS 7� 6" SEWER — I STA:1+69.5 LATER L W/CLEAN UT OFFSET: 40.50' L STA: 3+31.5 \ OFFSE :38.50 L CNS##36 t CONST. I�IH 40 139LF 8" P C RIM= 12.63"t RIM= 28.10f ©6.88q INV.= 2 .90 INV.= 7.43 (W \ INV.= 7.26 (S) L J- — . — I 1 _- ANI,2f 24 J 3 6 g 78 \ O ? g ST S 7 ,9 CURB `' ?36 ry 2911TH ST _ - ___ , JACKSONST CURB --- ---- ..�?gi==�2p -- — — -------------cU.�9 ---- �'`Syy �o rg�. — — E.o. — — — — 29E OOP �' 4- 92 ti Q 0� 1+50 �• 1+00 1-x,5 100... — ry 2+150 r r� 4+� +� a ^ 0 1 3 j II Lt 6 12> X2y y 1>�s ROAD -- �3 — — — — -- ��——^. �� —'$`— 2.75 7N22 ry 2, 7 9 ..23---_---_--•�'�1�-----�— f5� �'"i �` ' , �/, `tR �' 2g 1ary �9 ?� 8 X873 J 272, g� 2g O fi�,Xq� s0WOODEN9..3'r �%olbFENCE ,J_ >> 5 2 1 o'. t 216LF 8 PVC ® 2.71 Iwo SAWCUT EXIST. ASPHALT R010WAY CONSTT, Mf H#41 I I AS NECESSAR FOR GRAVITY SEWER RIM= 17.04f I j INV.= 13.34 W l CONSTRUCTIONAND RESTORE ROADWAY I I = t1 PER DETAILS SHEET 20) INV.– 13.29 ((E� �I I - ONST. 6" SEWER I o� t l LATERAL W CLEANOUT W t LOT 2 LOT 1 � + T LOT 5 LOT LOT 3 ISTA:I o f 1 LO 6 � 3+35.5 CONST. 6" SEWERFFSET.37.50' R 1 I i I LATERAL W /-_-LEANOU T 1 I REPAIR SIDEWALK IN–KIND STA: 2+48.0 OFFSET. 36.50' R REPAIR SIDEWALK IN–KIND 32 IN 26 24 22 20 18 16 14 12 10 8 6 4 0+00 1+00 �alrz,4[�aa�a � �od�a9 oac�o M c�oa��d4oac� �aGoa��a� DR/APP CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 /FAX (772) 794-1106 PLAN VIEW HORIZ. SCALE: 1"=40' 2+00 3+00 PROFILE VIEW HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' 4+00 INDIAN RIVER COUNTY 5+00 NORTH COUNTY COMMERCIAL SEWER JACKSON STREET PLAN A14D PROFILES INDIAN RIVER COUNTY FLORIDA CPAPHIC SCALE 40 0 20 40 80 I I I ( IN FEET ) I inch = 40 1't. 'Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely In Mosteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law." ©2015, MASTELLER & MOLER, INC. EARL H. DRAWN SH DESIGNED SH E�SIs�y�.o�,co�'�o� CHECKED EH M • ` •� C .° No. 25858 DATE 10/2014 MAY 2:015 SCALE AS SHOWN • • SHEET 14 of 21 ;° P. E. F L# 2 6 6 5 8 DWG NO 1422 r NO. DATE DESCRIPTION FREVI SI ON S NOTE: ALL DISTURBED STRIPING AND SIGNAGE TO BE REPLACED. STRIPING TO BE THERMOPLASTIC CONFORMING TO F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. CONST. 6" SEWER LATERAL W/CLEANOUT STA: 1+25.5 OFFSET: 37.50' L ' I LOT 9 LOT 10 OT 11 LOT 12 LOT 13 I I I I V^ a+a '- CO ST. MH�42 LOT 9 RIS = 23.3 f I I IN .= 18.15 I I I + � I LOT 10 >Ts6 x'c I 2 �" h•�3 CONST z11MH37 RIM= °—"TBiA s _ Qo+j INV.= 6.25 (w ---------- MADISON �VENUE iI I �• , CURB --INV =_6.25_ .�' � �h. %� •Tj , �?0 E.O.P. •:' ' �9 � � I k ,� 00 0+50 tib. 1+0+�50 2+00� _ 2+50 �' 3+00 3+504+00 r.$I1.9 ?87 ry0 ? 23j 3i n ^ ^7 r a I o; ----------------------r'�--------- ------ ,,:,n .....y•,.•.- zr-----------------------� ''-s _. `�' 4 2Ss •5,239 -20 - ^IV ^ry• q� � ryJfo�B 7d CJ ® xre rzranx.z m"a:r�.as�b, ^ r b�'r 7 is 77 r asr aassasse Nmtxr¢-a.ro Ui �1" S COS . 6") SEWERI 1 —/LOT 1 LAT RAL W CLEANOUT SAWCUT EXIST. ASPHALT ROADWAY 7* 8 PVC ( o I STA: + 1.5 A NECESSARY OR GRAVITY S=WER 3. 2% OFFS T. 27. 0' L C NSTRUCTION ND RESTORE FuOAD WA Y P R DETAILS (S EET 20) LOT 2 ( ' ` LOT 4 LOT 3 LOT 2 LOT 1 CONST. 6" SEWER I I LATERALW LOT 3 32 30 CPAPHIC SCALE 40 0 20 40 s0 I I 1 1 103 FM MT ( IN FEET ) I rich = 40 irt. CONST. 8" GRAVITY SEWER UNDR EXIST. 18" RCP. REPAIR ANY DAMAGE TO EXIST. RCP MATCHING EXISTING INVERTS /CLEANOUT rot.,- I 1I I STA: 2+51.5 1 I ; P ARCE OFFSET. 36.50' L 1! I I ; I0382100001 gs W. -z tnc6 28 zQ�II n 26 24 22 A - 20 I\ 18_ CONST. �8" GRA 1%1 TY SEWER \ UNf�R—E REPAIR 1ANY DAMAGE tO EXIST. 16 RCP M TCHING EXIS77 G INVERTS �, 14 12 PLAN VIEW H ORI Z. SCALE: 1"=40' 10 8 6 4 0+00 �a�4�adr�a � �oa�a9 oac�o I M c�oa��a4oac 9ac�oaaaQ@ DR/APP CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 /FAX (772) 794-1106 1+00 0 2+00 3+00 PROFILE VIEVY HORIZ. SCALE: 1"=40' VERT. SCALE: 1"=4' 4+00 INDIAN RIVER COUNTY 5+00 H@nUM @@UHUW �@WWEMD 6�U&J ���a�� MVIADISON STREET PLAN AND PROFILES INDIAN RIVER COUNTY FLORIDA "Title to all documents which bear the copyright of Mosteller & Moler, Inc. is vested solely In Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law.' C ©2015, MASTELLER & MOILER, INC. EARL H. ccs`.• . `,�� N0.26658 N,Y DRAWN SH DESIGNED SH CHECKED EHM DATE 10/2014 SCALE AS SHOWN SHEET 150F 21 .E. FL#26658 DWG NO 1422 i GRAPHIC SCALE 40 0 20 40 80 1 I I O NOTE. ALL DISTURBED STRIPING AND \ I t I \ (►M FEEL ) 0 BE REPLACED. I I STRIPING TO BE THERMOPLASTIC I I I ► rich= 4 ft. SIGNAGE T LOT 6 CONFORMING TO F. D. D. T. STANDARD + i I CI g SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 1 1 I CONST. 6 I + I I SEWER LATERAL CONST. 6" I LOT 7 I I STA: 6+32.50 \ SEWER LATERAL 1 t ` OFFSET: 37.50 L 360LF 10" PVC STA: 7+52.50 CONST. MH38A y �! 1 1 , PARCEL PARCEL OFFSET: 37.0 L RIM= 6.19 V I LOT 14 - 1999900010.0 4 INV.= 0.92 LOT 12 LOT 1,3 LOT 8 i I 3038210000303931p00010000000o C� 0.2890 , LOT 11 ONST. 4 PVC SEWER I Cw A C + I H 38 \ Q ------ CONST. \ sw,F'0ir it azf �� 7 1 -{ CONST. 6' SEWER ORCE MAIN W 36 MIN. COVER I I � ONST. DROP M # �„ �, =- _ lTsf s LATERA CLEA OUT 250'_F 8" PVC I I j i RIM - 7200 N AT• ATal _ - - 4 I INV. O,,,�-- ---II CONST. 4" HDPE STA: 1+37. 0 © 4.76% LOT 9 - _----- CONNECT 4" PVC 1 . f » o INV.= 4_826W) �_ _�-+� f _ -�-� J___ ___-DIRECTIONAL BORE 1 , z OFFSET: D. CONST. 4 HDPE p�r ___ --_ _ _ .,_ - - - _ _ _ _ _ _ FORCE MAIN TO W 48" MIN. COVER 1 CONT. MH 43 CONST. 6 SEWER I,P _ f �oz Y-` _ 1 1R€G, I`ONA�BORE A TO INV.- 0.19 ATlT� Y _h_ --- `S $+5o / #_ _ g+00 EXIST. 4 FORCE IN U.S. #1 R.O.W. 1 O t RIM 21.92E LATERAL W CLEANOU /48 MIN. COVER I a.. �� _ Dq�SSTRI�T / _ t O ATQT 1Y iBER OVTGS - �� ` , 15 _ tF MAIN VALVE �°� ��1 1 1 STA: 2+�3. LOT 10 �� ( _ \. _ _ - 8 n zA,� „, 1 INV. T 16.72 �..- -�-°� ` r' 77 - Y M_E.S. ). f erar IA. u,F •--+_'^'^ Anl� ,5 _ - - _ M.E.S. 1' 1 FFSET. 40.0 L ATaT, - i A.---`-� _- - �` \� �o +o --� - aa: EXIST. 4 FORCE INV=27.50' - 0 ti _- INV.=27.18' CMP 12 t 1 __ - _ +Od MAIN _ _- I _ ? _ 1 CONST. 4 s� f'°� --` -=°- �- = rz� 50RESTRAINEC 90 _ _26?2 6 2- ? L 8 �- 8: DA V/S STREE ATerI)AVIS '--�5 d' C59 Y -4 3 - O A. ri-I-S xr,wrFiari- 9 - 3v ?' sf 7 I r ..,,r ,..... I4A. ,`' 28i 7 ; - �- �.,.L'- - ..b rao vz• m ra* c --___-_-�-----I►F- _�"` •- ,`'8 y kit `�`.>'r ti� _% '�"` 4' ;.� ?- n-----F'!^---�--------�----�,Q.i3�__ _____�'- + A•om \.� J-, G % _--_ uuF -----------------`''-�-�? ryo qo y. hxz.: �+ ti.q� �n 3+Op ,.i :5j I� 3+�So;,� 4+50 -- --f��- «� �.N� ��¢}°' ;0011510-- xPa $ TO+ 1+00 rs __--� _ -� �.. PART 1 s DAVIS S1 ..\ -"I' ASPHALT �2& ?g ''°' : S 3 ` 6 I e------4�.OX `-9 ' B 6• 2 A 19 ���i -- S01 00k�. _ z> .2 -1+00 6 -- - --------- = 30393100 0 °.64� 3, 2+00 ROAD 9 O o' o �=•- -� 9( ' � - - _ � ! ' � _ _-r\F .SR3iLN.0 P • � 7fiTHeo u�r..,.---� a er s urge- �-- --- - r u«.a\ ?�_fig.- e, �``+.,,y 7 « c,,ra.•wAp �- 4A Tom' "s',�s" 1�'S 6ff� r /� irn �.¢. 1.6 ry�� 'DJ �co�.' »,a.lT'?. -- cw.rn,e�.'e.'o ` 9- /J Ara e IiONST �3TM6WE \ r ff ry 2 p��V 2g 296 29 29 9 66 $�. r CONST." _ / SEWER LATERAL t�f .� ..�� CONST. 6 ?6 'X2 a'1� M.E.S. ?17. 2�� 8 Lg ?g 7.7s ti p6°( RESTRAINED 90' <� - -• o ow•t ATer R STA: 7+52.50 1 .�o k 1 + EXIST. AT&T LINES SEWER LATERAL x?.S6 ?6 ¢5. 68 � �V.=2s.72' M,E.S. CMP 12• '� ams tip$ s _ ,- •--- -'� - }._ 'o o `� II mo- OFFSET. 38.0 R _ = DEPTH UNKNOWN STA: 6+97.50 ?6 : ,2 4 28�, N BA�'st INV.=27.10' �'� ?o f Pxo r2m sy ss t - - x` � - AMDAW4,A3F EXIST. WATER MAIN �F;;,b 0 MIN. HORIZ. �x �m of NOT DISTURB \ OFFSET: 37.0 R 26 4 42? (� �e>S 2 Xa9 2g�o r. 2&V,96CONST. 6 SEWER �b h I' �- '� �``­19 \ SEPARATION 26 s s ?p o I CONST. 4 '9 6 '2 'LATERAL CLEANOUT SAWCUT EXIST. ASPHALT ROADWAY- ° II I I I RESTRAINED 90• RCEL � M.E.s- 1 � I I I .N P A 005.3 CLIP 12" INvM.E.S- ' TSTA: 1+49. AS NECESSARY FOR GRAVITY SEWER i, g� °' o� \ Zc, z1n0001000000 OFFSET:37.0 R �. CONSTRUCTION AND RESTORE ROADWAY 18 MIWIMUM VERT. �'Y r `o- �9 �� ; PER DETAILS (SHEET 20) CLEARANCE UNDER PROPOSED GRAVITY SEWER & EXIST. WATER MAIN 32 DRAWN SH I i U.S. HIGHWAY ##1 I 1 i pNoCN,00 CHECKED EHM i - � n. 100' R.O.W. 11:4 L -u 11 II II II 4 SCALE AS SHOWN IN SHEET 16 of 21 02 ��N Idl t�nLLJ s I I Qhs CONST. 4" RESTRAINED 0 _L28 A------------- -------- _�...� - EXIST. 4" FORCE 26 AA -AIN 24 22 - CONST.HDPE HDPE BORE DIRECTI NAL I 20 T cS ,�- FIPa " CO'VNEC T 4 PVC 4/8'x' MINI COVER f1NU.S. R.O. W. ) FORCE MAIN TO ,�1 18 EXI;S . '-FORCE MAN VALVE 16 --- -- 14 12 -- - 10 6 - - 2---- - - 0 -2 - - -2+00 -1+00 0+00 1+00 J W C'4 i �wrn� ti WNL o�z�?� (J C3 Q) PLAN VIEW HORIZ. SCALE: 1"=40' Mkic-r A" oun ICCIAX-D IPVIVJ I6 "t l luv" DIRECTIONAL BORE W/48" MIN. COVER 2+00 3+00 PROFILE VIEW HORIZ. SCALE: 1"=40' VERT. SCALE: 1 "=4' I DRAWN SH {�ftliiS3litf'it!}y DESIGNED SH i pNoCN,00 CHECKED EHM i - � DATE 10/2014 11:4 L -u 11 II II II 4 SCALE AS SHOWN IN SHEET 16 of 21 02 ��N InNAL �f�fhlurxwru�m++���ti�a t�nLLJ s I I Qhs CONST. 4" RESTRAINED 0 A------------- -------- 360Lf7 10" PVC 00. 890 4+00 5+00 6+00 M �Q� t1 �L�L��Q C°� IAAJ�L�IsQp 0K@0 0,-\nLND0LQW rLLIO lJ �LN @@UKVW c�oa��a4oa� �ac�oar��a� I�101�4C11 C�OM[�4� C�OG�]G`�CG�C�OLad i. snails aoo sevErz ensr of N. cernwaL AVE. 5H/EHM CERTIFICATE OF AUTHORIZATION NUMBER 4204 N0. DATE DESCRIPTION DR/APP 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 3960 DAVIS STREET PLAN AND PROFILES REVISIONS (772) 567-5300 FAX (772) 794-1106 INDIAN RIVER COUNTY 7+00 8+00 9+00 'Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federal Copyright Law.' - r FLORIDA ©2015, MASTELLER & MOLER, INS. EARL H���. DRAWN SH {�ftliiS3litf'it!}y DESIGNED SH �,.o4`t•,�`;i:,7fi,�y 'E>•ds�••4�� s% CHECKED EHM •••: DATE 10/2014 682 s SCALE AS SHOWN IN SHEET 16 of 21 _ I.4 P.E. FL#26658 DWG NO 1422 InNAL �f�fhlurxwru�m++���ti�a s t 0 �1 2 3 4 2x4 MARKER PAINTED GREEN (SEE NOTE 5 & S-2) _ _ NCDUS RESPONSIBILITY 6" CAP EASEMENT OR R.O.W.MANHOLE NOTES Ii -OF ROAD CROWN n m SPACE AROUND OUTSIDE OF PIPE SHALL BE - w v1I w U) COMPLETELY FILLED WITH NON -SHRINK GROUT. 1. REINFORCING AREA OF 0.20 SQ. IN. FT. FOR WALL SECTION, MINIMUM TO W I ELEVATION OF ROAD z z z z z Iw - 1 o I MEET OR EXCEED A.S. T.M. A 185. 1 D EXPOSED EXISTING _ � - o REMOVE CONCRETE AND BEN E ST z 4" RISER PIPE E WITH 9a' BEND R NN .. J Q _ FOR SERVICE CONNECTION z 2'-0 �� / } w & 4" CLEANOUT GROUND LEVEL TIP SEE NOTE 4 ,��,, REINFORCING STEEL AROUND OUTSIDE PIP 2. ALL CEMENT TO BE TYPE I OR TYPE 11. COVER - w a (FOR FIELD INSTALLATION) UJ iv o w - DEPTH 2' MINIMUM DEPTH 2' MIN O 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO o a0 MINIMUM SLOPE 1/4" PER FT o 0 w n LL, USE GREATER SLOPE O m I o a MANHOLE COVER - LETTERS TO MEET OR EXCEED A.S.T.M. C 478. ;1 \ a WHERE POSSIBLE N I a -DEPTH TO BE DETERMINED IN THE i BE MARKED "SANITARY SEWER" FIELD AS REQUIRED TO AVOID En 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL _ _ v UTILITIES 3'-0" DEEP MINIMUM PIPE CONNECTION TO BE NEOPRFNE BOOT - ( } " WITH STAINLESS STEEL ACCESSORIES CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. - }s-'"""-- SINGLE SERVICE AS SHOWN ON 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8". AIL STANDARD LATERAL DET(S-1) (- DEPTH TO BE I of Raab TAILCRO' 22-3/4" _ 2„ 6. INSIDE & OUTSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF EW -1 MARKER BALL TAPED DETERMINED IN THE ELEVATION OF ROAD I H.P. ELEV. OF FILL CONCRETE WATER BASED EPDXY. (1) COAT RED, (1) COAT BLACK FOR A TOATL OF TWO COATS. TO 6"x4" WYE (TYP) FIELD AS REQUIRED TO ELEVATION TO BE SAME AS OD OF PIPE 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. AVOID OTHER UTIUTIES (TYP) I L 2"PER FOOT SLOPE r �J -7 w i I �� r\ / I] T 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. oZ No `ICOVER - SECTION 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP ?a DOUBLE SERVICE SINGLE SERVICE I �( I / j ra sAN aR CONNECTION REQUIRED. V " TYPICAL ow 6 \ TYPICAL TRENCH CONTOUR STANDARD "Y" BRANCHES DURING CONSTRUCTION I .{:.. 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL \ ` STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE � - - � f-6-/ •:,` � •�_• STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE / TO BE L'CATED IN THE FIELD BENDS AS REQ'D / ' ' . ' 22-15/16" POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION f \ �, \ : <' ' •a -�- 6"x6" WYE COMMERCIAL J 6"TYP ` 'd. 20-5/s" DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. WRAP NTH11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL MANHOLES. INSTALLED PLUG DETECTION TAPE i 6'x4" WYE RESIDENTIAL \ 6`x30' LONG 3/4" �` ' ' ° (TYP) RADIUS BEND <'' I I I " z GRAVEL � 12. NO. 40 BARS 9 O.C. EACH WAY IN SLAB (TOP AND BOTTOM). 6"0R' / 3'-0" 1 1 7" 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING MARKER BALL TAPED o i CONTINUE GRAVEL BED AND EXITING MANHOLES. BENDS AS TO 6"x4" WYE (TYP) r` SAND UNDER & PARALLEL TO 11 REQUIRED L01 BED PIPE INTO UNDISTURBED 14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL Z SOIL TO PROPERTY LINE PRECAST MANHOLE TOPS AND CASTINGS. 6"0 qOF SEWER MAIN TO BE PIPE INVERT - 3" (MINIMUM) CONCEALED WATERTIGHT Z ON q OF STREET UNLESS + STANDARD 6"x4" WYE (TYP) - PICKHOLE 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" Z3 SEE S-3 OTHERWISE APPROVED L- SHALL BE PROVIDED AS REQUIRED BY IRCDUS. cn W BY IRCDUS cn SAND EXCAVATION STANDARD TE BRANCH ELEVATION 16. MANHOLE LID SHALL BE TRAFFIC BEARING H-20 LOADING). X00 Of 0- 7m PLAN VIEW OZ 6"x6" DOUBLE WYE COMMERCIAL O o z TO BE LOCATED IN FIELD 24-3 /4" _ ( ) ja 6'x4" DOUBLE WYE RESIDENTIAL �a 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE �N a PLAN VIEW �� ELE�ATI ON 45" BEND- WATERTIGHT BOOT = 3'-0" _ AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE W RAIN GUARD IRCDUS RESPONSIeIUTY _ IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. (AS REQUIRED) FRAME - SECTION EASEMENT OR R.O.W. -� 18. A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. NOTE NOTES 19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. NOTES APPROVED MANUFACTURERS' PRODUCT LIST. MANHOLE LINERS SHALL BE 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS. SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. 1. ALL MATERIALS ARE TO BE PER IRCDUSNOTES INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE, PLUS 5 MANHOLES APPROVED MANUFACTURERS' IN EACH DIRECTIONS. {AS DIRECTED BY IRCDUS.) 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. PRODUCT LIST. 1. A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS 4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE. 3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE. AND APPROVED BY INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES. 20. PUMP OUT MANHOLE SHALL BE LOACTED WITHIN 20' OF LIFT STATION 5. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION 4. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION AND CONSTRUCTED OUT OF RIGHT OF WAY. AND FOR CUTTING SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. (SEE S-3 DETAIL) AND FOR CUTTING 4' SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST. DRAWING DRAWING DRAWING DRAWING DR INDIAN RIVER COUNTY STANDARD LATERAL NO. INDIAN RIVER COUNTY MODIFIED RISER LATERAL NO. INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY STANDARD NO. INDIAN RIVER COUNTY NO. AWING DEPARTMENT OF;::; DEPARTMENT OF DEPARTMENT OF PIPE OPENING DETAIL DEPARTMENT OF DEPARTMENT OFk°y. MANHOLE N0TES UTIIJTIES SERVICES * * (SHALLOW SEWER) S-1 UTILITIES SERVICES * * (DEEP SEWER) S-2 UTILITIES SERVICES * A* S-11 UTILITIES SERVICES �* MANHOLE CASTING S-4 >srIIJTIES SERVICES S-5 N.T.S. MARCH 2014 N.T.S. MARCH 2014 MARCH 2C14 I N.T.S. MARCH 2014 MARCH 2M4 R DETECTION TAPE I - TRENCH WIDTH MANHOLE FRAME FINISH GRADE MANHOLE FRAME &COVER (SEE NOTE NO 6) PROVIDE TRENCH ` SEE PIP OP NTNG SLOPE AS REQ'D TRENCH WIDTH 'W' + 4' MIN AND COVER ( CUT CLASSIFICATION - MECHANICALLY = _ DETAIL S-11 CONCENTRIC •,�`�`�"�!`� , / HEIGHT PROVIDE TRENCH PAVEMEINTING SURFACE RESTORATION 12" SLOPE AS REQ D FINISHED GRADE EXISTING LEVELING RINGS CONE I 2 COURSES MIN) X ZO 8y� 4'-0" ID _ 8" STANDARD y'y„•,,,,'•,,,,.,"aVELJNGNGS I BASE s COURSES �MAx) ¢ / "T" BRANCH 2 COURSES (MINLW ) SEE MANHOLE y MIN I Q s COURSES (MAz) UENT & o \\//\\j\\j\\j\\j\\j\\ j'\\j�\/ \j j \j \j \ \ \ \ . CJ / } ¢ INFLUENT DETAIL /\\//\\//\\//\\//\\/�\� SEE PIPE OPENING 24 3/4- /`' -`- >.� .. . DETAIL (S-11) 0j L` I+_�-243/4" I //// N = PIPE INVERT ONCRETE 6" (MIN) / Q UJ a V \�/%\ - ///\\ 6" MAX LAYERS ,,• ,, ',. ,,,� ,, f / / ! / / / / / / / / / / / i. SLOPE W aLLJ I COVER ALL AROUND FLEXIBLE / _ �/ /\/ OR OTHER APPROVED'�\'\\/�\/\\/\ SEE MANHOLE 6" MIN I c� /� / /�/ ///// / 2"/FT ~ ( / 1Z M _ (BY CONTRACTOR) SEE MANHOLE PLASTIC / z w METHOD TO ACHIEVE \\,\ REPLACEMENT o0 /- Q EFFLUENT & (TYP) o �« I :: - GASKET / a MAINTAIN TRENCH /j� �/ DETECTION TAPE % / ! / / / / / / / / / / / FILL CONCRETE > 0 SLOPE o \ \ \ 98% COMPACTION \� /�� LIMEROCK BASE � INFLUENT DETAIL~:' i� EFFLUENT & �WIDTH 2 -0 ABOVE \\ \\\ o (SEE NOTE NO 8)� / / / / / / / / /://\ a + 'J' ' s' / 0 2' ` •1 INFLUENT DETAIL I o o �/ �/' U i / IN 3 LIFTS AT w OR BRICK W/TYPE I /' = �:-�;: , - ��% r, TOP OF PIPE/\/\\ \ OR TYPE II / r'•• + - "' I (SEE NOTE 4) 98% v CEMENT MORTAR �""� /�i/ �• . `--:•;: , ,�; ;� .STANDARD LONG % _ %. o 0 0l \//\ %/\% " (MAX)\� " PIPE INVERT ���*' s••:•• :,.,• , t� '''• RADIUS ELBOW o _ 4' 0" ID _ �n \/ 6 LAYERS TO y 8„ 4 -0 ID 8„ �� ��/���������� s~� OR 5'-0" ID \/ \/\� (SEE NOTE 6) /// / % �, o o L� j\�/j� ACHIEVE 98� COMPACTION �, \ 6� _ _ -6 / 41 .. w SLOPE j\\j\\ \\� g �; 6'-4" OD FILL CONCRETE / SLOPE > ? z �' r_ )•i �% % 6" MAX 24 EXTENDED SLAB CAST / A / %j� % % / MAXIMUM WATER LEVEL + \/\/ _ - OR BRICK W/TYPE I INTERGRAL WITH BASE / 2"/� 2"/FT A MAXIMUM WATER \%\\ + �\��/\%j - 6" MAX ALLOWABLE DURING 9 i\//\\//\� �� OR TYPE II / $o N \//� \/\/� \\/\ LAYERS CEMENT MORTAR ��: r''(�• �' ,,,;v.7 / LEVEL ALLOWABLE �/ INVERT /\\/\\/\ LAYERS CONSTRUCTION 4» \//\//\i AT 98% .= _1'`.• 4'.y..••/ DURING CONSTRUCTION \//\//\//� AT 98% ELEVATION �- - A SLOPE + A ELEVATION SECTION A -A 2'/F:'T SECTION A -A i ++ � \\\ 3/4" DIA BEDDING ROCK 12" PIPE SLOPE + ✓ + .� 6" MIN -J T\�\\/ ,/i\\j\\i�� - - - 2"/F )- (TYP) 3/4" DIA BEDDING ROCK „ OR PEA ROCK WHERE OD UNDISTURBED SOIL A APIPE OR PEA ROCK WHERE -12 PIPE 12 CONDITIONS REQUIRE INVERT CONDITIONS REQUIRE OD UNDISTURBED TRENCH WIDTH _ FILL CONCRETE SOIL - B OR BRICK W/TYPE I SEE PIPE OPENING --� -TRENCH WIDTH_ ''AP ELEVATION OR TYPE II DETAIL (S-11) W NOTES CEMENT MORTARELEVATION NOTSHOWNFOR CLARITY HAR MANHOLE FRAM AND COVER ELEVATION 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED NOT SHOWN FOR CLARITY SECTION A -A PLAN VIEWMETHOD OF CONSTRUCTION. A� 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. PLAN VIEW PLAN VIEW NOTES 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT IN DEPTH WITH EXISTING MATERIALS AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) MATERIAL TYPE TO BE SPECIFIED. 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED 4. BACKFILL MATERIAL TO BE CLEAN STRUCTURAL FILL. G' " TO BE USED WHERE DROP IS 2' OR MORE METHOD OF CONSTRUCTION. TO BE USED WHEN CUT CLASSIFICATION IS 6 -O OR LESS 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 5. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" 3. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. 6. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC «r 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. WORKS/FDOT STANDARDS. NOTES NOTES 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 7. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 NOTES 6. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' 8. TRENCH WIDTH "W" PIPE O.D. PLUS 2'-0". 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 2. SEE PIPE OPENING DETAIL DRAWING NO. S-11 BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE 9. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-4 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL ALSO BE BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE 3. SEE PIPE OPENING DETAIL DRAWING N0. S-11 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-4 USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-13). MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL BE USED7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-13). 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES 3. SEE PIPE OPENING DETAIL DRAWING NO. S-11 JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE 10. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 11. ALL PIPE TO BE LOCA 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS. 8. ALL PIPE TO BE LOCATED 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FDOT INDEX 105. MINIMUM OF 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT. ALL RESTORATION (SODDING) SHALL BE PER FDOT INDEX 105. INDIAN RIVER COUNTY MANHOLE °RNO. INDIAN RIVER COUNTY MANHOLE DRNO."G INDIAN RIVER COUNTY MANHOLE DR INDIANINDIAN RIVER COUNTY DRAWING INDIAN RIVER COUNTY DRAWING DEPARTMENT OF c DEPARTMENT OF c DEPARTMENT OF j: DEPARTMENT OF Q TRENCH DETAIL NO. DEPARTMENT OF TRENCH DETAIL TA I L UTE=S SERVICES * `' * STANDARD SHALLOW S- 6 UTILITIES SERVICES * TYP E A DROP S - 9 UTILITIES SERVICES * * STANDARD DEEP S- 8 UTILITIES SERVICES AA (UNPAVED EASEMENTS) M - 1 UTILITIES SERVICES (PAVED AREAS & SHOULDERS) M-2 A N.T.S. MARCH 2m4 N.T.S. MARCH 20,4 N.T.S. MARCH 2014 i RI N.T.S. MARCH 2014 1 N.T.S. MARCH 2m4 DRAWN SH MASTELLER & MOLER, ' M M n�p M �/'Title to all documents which bear the copyrightC I I D I I I ,� `D \ • / RI ,.° ` @OI () II ^' IU 1 ( M Masteller & ler, Inc. is vested solely (n :���ti R ij/ifs DESIGNm EHM LJ V LLJJ VV LLII LL11 \\JJ LLJJ LJ L1 �J LJ V L I UUU Masteller & Moler, Inc. These documents are °° \h L'aU provided to the owner solely in connection with °�° dv .••••`•++. °°p EHM 0 nn 0 p �\ O("� j"jthis project. Any other use or reuse of these °°� �•�Ep'�•••�C r�� CHECKEDO [FUU1 OI �V� Idocuments or any reproduction, display, sale, or+ OV �s �\@/ I n n I L Ivu L� �/ I -I VV U other disposition of these documents by anyone eg DATE MAY 2014 is expressly prohibited without consent of .� NO 6 n I. 5/11/15 REVISED PER IRC R.O.W. COMMENT LETTER OP 3/31/15 SH/EHM Masteller & Moler, Inc. pursuant to the Federal t CERTIFICATE OF AUTHORIZATION NUMBER 4204 SANITARY DETAILS copyright Low." - , t SCALE NTS N0. DATE DESCRIPTION DR/APP 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA, 32860 •tT SHEET 17 of 21 REVISIONS (772) 567-5300 /FAX (772) 7q4-1106 ©2015, M ASTELLER & M OLER, I Nc. EARL Ho �.'r`°� . E . F L# 2 616 5 8 INDIAN RIVER COUNTY FLORIDA �'1jW s�`^'••... «.••"' J °°� DWG NO 1 4 FLOAT CONTROL SYSTEM ELECTRIC METER ��_� 1/4 CU. YD. CONCRETE - DEPTH 2'-0" EACH (2) 4"0 STAINLESS STEEL OR ALUMINUM PUMPING STATION DATA TABLE ,I 1' WATER SERVICE UNE WITH REDUCED PRESSOR co SCHEDULE 40 SUPPORT POST BACKFLOW PREVENIER AND WATER METER ;! LIFT STATION NUMBER l I LOCATION OF CONTROL PANEL TO BE APPROVED BY IRCDUS PUMPING CAPACITY G.P.M. 80 SCHEDULE 80 PVC CABLE CONDUITS _ moi' SEE S-18 TYPICAL PUMPING STATION (ELECTRICAL DETAILS) coNpinaN TOTAL HEAD O FEET 105 TO CONTROL PANEL (ENTIRE LENGTH) EFFICIENCY % 18.4% FOR POWER AND INSTRUMENTATION MIN. SOLIDS PASS. IMPELLER MM 80 PUMP MODEL NUMBER N0. XFP IOOE �-(2) 3/4' x 90' BEND HATCH DOOR CUT AWAY 3 -NO. 5 L PUMP IMPELLER MM 250 TO SHOW PUMP IN WETWELL HOSE BIBB HATCH HINGED SIDE PUMP SPEED (DESIGN) R.P.M. 1765 HATCH DOOR SLOPE FILL GROUT 6"(MIN) MOTOR NAMEPLATE H.P. H.P. -- HINGED SIDE TO CENTER OF PIT GATE VALVE A4" DIP VENT W/(2) DIP \ I WITH BOX MAX. PUMP H.P. H.P. 14 4"x90' BENDS WITH STAINLESS MAX. NPSHR @ SECONDARY FEET -- _ I STEEL HARDWARE CLOTH REQUIRED / -- MAX. MOTOR SPEED R.P.M. OUTSIDE TO BE PAINTED j f L '- : ', , , . f 4" CV 4' PV f INITIAL INFLUENT PEAK RA G.P.M. 15 NI z 4" WYE o MIN. PUMP CYCLE TIME MINS. 25 W I - _ - OW t -TOP OF WETWELL IZIl1 10.45 0",FLOW ALARM SIGNAL ON ELEV. ELEV "A" -0.85 o INFLUENT PIPE INV. ELEV. ELEV."B" -1.84 T_ w " " -3.35 � + + - -C}I + ` � -C _ - � _ - �• � � LAG PUMP ON ELEV. ELEV. C - I , FLEX COUPLINGS I nil oz LEAD PUMP ON ELEV. (+) ELEV."D" -3.85 o� PUMPS OFF ELEVATION ELEV."E" -4.85 o �1 - - _L 1 4" DIP ALARM SIGNAL ON ELEV. ELEV "F" -5.35 ;n FORCE MAIN 1n I BOTTOM OF WET WELL ELEV."G" -6.35 4" CVT 4" x 45' BEND 1 PUMP MANUFACTURER ABS C NO. DATE INFLUENT PIPE' (DIP OR PVC C-900) NO. 5, 6" OC ' EACH WAY -EACH FACE \-EMERGENCY PUMP OUT -J HATCH HINGED SIDE -� 6"(MIN) -2" PVC VALVE BOX DRAIN - 4"x90' BENDS SAFETY GRATE OVER WETWELL REQUIRED PER IRCDUS APPROVED MANUFACTURERS' ALL HARDWARE TO BE STAINLESS STEEL 304 PRODUCT UST NOTES PLAN VIE E YA Y 1- CONTRACTOR CONTACT IRCDUS INSPECTOR PRIOR TO PUMP STATEON CONSTRUCTION. 2. SEE NOTES AND FLAN VIEW DRAWING NO.. S-18 AND 5-17. 3. FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE N.T.S. DRAWING S-18. 4. FOR ELECTRICAL DETAILS SEE DRAWING S-18. 5. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL BY THE IRCDUS DUE TO BOYANCY COMPENSATION OR OTHER -A1ti REQUIREMENTS.. l GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. 7. STAINLESS STEEL LIFTING BAILS SHALL BE USED, 8. GRINCER PUMPS SHALL BE A MAXIMUM OF 5.0 HORSE POWER UNLESS OTHERWISE APPROVED BY IRCDUS. 9. ELECTRICAL CONTROL PANAL SHALL CONFORM TO PUMP MANUFACTURES' 8 SCADA SYSTEM REQUIREMENTS. 10. SAFETY GRATE WITH STAILESS STEEL HARDWARE SHALL COVER WETWELLS,. 11.LINER FOR ALL WEiWELLS SHALL BE HOPE OR FIBERGALSS. 12. FOR W ETW ELLS GREATER THAN 12• I N DAI METER. TOTAL DEPTH CANNOT EXCEED 25'. 13. LIFT STATION SHALL BE LOCATED IN A DEDICATED EASEMENT 200' MINIMUM SETBACK FROM HOMES, CUL DE SAC & AWAY FROM SURFACE BODY VSWATER.. - SINGLE LEAF ACCESS DOOR SAFETY GRATE OVER WETWELL REQUIRED 5'-0"x 5'-0" DOUBLE LEAF ACCESS DOOR W/STAINLESS STEEL HARDWARE �� "-� PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST �- yV/SAFETY CHAINS BOTH ENDS AND STAINLESS WET WELL MUST HAVE LOCKABLE HATCH COVER _ STEEL HARDWARE. FOR DOOR SWING OPEN (TRUE 4" DIP VENT W/(2) DIP -4"x 90' BENDS i J -HOOK (X "x1 " SS) & ASSOCIATED - \ / - ORIENTATION) SEE PLAN (SHOWN 90' FOR CLARITY) WITH STAINLESS STEEL HARDWARE CLOTH R'QD, I - HARDWARE TO SUPPORT VALVE PIT MUST HAVE LOCKABLE HATCH COVER OUTSIDE TO BE PAINTED , PUMP POWER CABLES _ - 1 6" CONCRETE PAD 6" CONCRETE PAD -SS UPPER GUIDE FINISHED BRACKET W/SS _ 2-N0. 5, T. E. W/ - (' 2"(MIN)FINISHED GRADE GRADE 2 (MIN) 10„ BOLTS &ANCHORS N0. 3 AT 12" (TYP.) 1 I I --� �� ..- !!!' WET_ I� " 4" TYP " MALE DISCONNECT WELL 8� (" ) 4 COUPLER (BRONZE) „ - 5'-0" CONIC OPENING ANO. 4, 12 -DC VERT " 2 -0 (_ " 612 - CONTRACTOR �r8 00 GATE VALVE WITH BOX 3'-0" �_ ! $ ; " 4 FLEX COUPLING• • • „ �t SET PRECAST TOP SLAB -' !` 4"x90' BEND ti ` " 4 DIA SPOOL PIECE -- .. •: 4 P. V. ; -. O. 4 8" -DC HORZ ON 1" NON -SHRINK, NON-METALLIC GROUT • c;• OP"EN NGE HDPE f 4 C.V. m PUMP + FLOW :• MOTOR � W w 3'� , \/ DISCHARGE SS GUIDE RAILS BY �- " PIPE (4" DIA) PRECAST REINFORCED CONCRETE �' AS PER TRAP " ` •' ., t -i : ':.~, ; : l i 4" DIP OR PVC { : �...•. ... x PUMP EQUIPMENT N . -~� ' _ .• _• ' ' '• 1'.:..1. 1' "_•:..t,: `_ 'r \ o MANHOLE RISER SECTIONS MANUFACTURED IN ACCORDANCE •.. MANUFACTURES SHOP w `` "' ' • " ' DRAWINGS " I LU �_ SLOPE FLOOR TO DRAIN WITH ASTM C 475 % w I / AT 1 PER FOOT NEOPRENE BOOT r ELEV A ; N0. 5, 9" OC, EW., EF. (S G) )\\: •�\`,�j�\ =j COMPACT TO 6" (MIN) 3/4" STONE • " a _j AROUND ALL STRUCTURES -�� - `� B .. w 12" 1'-4" 6'-O"x 6'-0" 1'-4" 98% MAXIMUM FLOW , ., N i� �-�-► DENSITY I INFLUENT PIPE _J� 2' PVC VALVE BOX DRAIN WITH P -TRAP LOCATED IN WETWELL (PVC C-900) 8" ►/� . "` o a -j/i (SHOWN 90' FOR CLARITY) (MIN) ';'.f r ELEV . C ,•.. = OF WET WELL AND VALVE BOX W/ 2 COATS OF WATER BASE EPDXY RUBBER SEAL, FILL JOINTS '. F ELEV 'D" W/GROUT , N , NO. 4, 6" OC ELEV E II �„�.. r ` _ STAINLESS STEEL BOLTS AND GROUT CORNERS OF WET - 6 ANCHORS FOR PUMP BASE ON WELL (FULL CIRCLE) o STAINLESS STEEL BASE PLATE HEIGHT 2'-4" (TYP) I r ELEV : (SEE SECTION 10.076) ELEV 'G' - �� .' .• : • .: CONCRETE BALLASTS REQUIRED = 208 ft (8 yda ) a . A. f .00 z .ad N0. 4, 6" OC IN CENTER r -:: . , _ .. , :• 3" (SEE PUMP STATION GENERAL NOTES FOR WET 6" (MIN) 3/4" STONE WELL WALL REINFORCING) COMPACT TO NO. 5, 6" OC, E. W., E. F. 98% MAXIMUM 2' (MIN) 8'_0" 2' (MIN) ALL HARDWARE TO BE STAINLESS STEEL 304 ELEVATION N.T.S. LIFT STATION "A" DETAIL DESCRIPTION REVISIONS M MASTELLER & MOLER, INC CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32l (772) 567-5300 / FAX (772) 7q4-1106 E 3 6 IY EXIST. MH RIM= 21.86 INV.=11.81 W iiEXiST� I g' INV.=11.91 S ((EXIST INV.=11.86 E PROP 5 a: U.1 TRAVEL LANE TRAVEL LANE 7'± 12.25'± 12.25'± 3'± 3 0 CONST. MH#11 RIM= 22.4G± INV.= 13.48 (N) a: INV.= 12.43 (S) Ui INV.= 12.33 W TURN LANE TRAVEL LANE TRAVEL LANE SHOULDER 12.25'± 12.25'± 12.25'± 4.7'± I E1116T CR�,BC 241! 1 TOP OF RECEIVING PIT ZZ4O 109 ��1 15 �Ox�3 29; r -r---------- - --- ------------ ----- -- ------------ 201' -----------201 FXIST ';InFWAI t{---4 LXI;[ MEDIANS �r - fsl i �l I -EXIST GURR TOP -OF -BOR -W2 PITS II j 1.5 PRC� POSE PVC- 5 / fol I *0EX1 G iP�l�l ---------------------------------------- WAIE�M i DfPTH�1M11KNt1WN ---------------------------------------------------- �S I fr I_�-----_r_------a� ----------------------- I ) 13 L - 0 PV .......-.........------------------------------------ CONST. 126 LF 20 STEEL CASING EXIST -4" -CAI --- �(. PIT ROTI -OM I ({ N5 7 t ( _...-. - 10 i'l bV � ��vuvR Zal n 5i_- UAS_ MAIN Ill. rJ 12.25± JACK & BORE SECTION STATION: 34+93.86 SCALE: I`10' 3 0 tr a CONST. Il LJ RIM= 22.80 SHOULDER TRAVEL LANE TRAVEL LANE INV.= 11.64 E INV.= 11.54 W� I 8' 4.5'± 12.75'± - 12.75'± I EXIST GRADE TOP 0 RECEIVING PITT 241 1 ). 20l22I [[�� jjCCLLnr��/F�� I/ I1 11F%(CTIAICI''t19yl.fjjiViv, 18f WDA f►l 1.b 141 3 0 CONST. MH#24 a RIM= 22.78± Li INV.= 12.32 (N) ISLAND TRAVEL LANE TRAVEL LANE SHOULDER INV.= 12.22 (W) 18.25'± 12.15'± 12.15'± 4.5'± `-� !--------- _f------------------------------ I \\ i - GY1ST. -�_E" P -GP TOP OF rIT IIJV. = 1'A.J1 / I CKIOT. 4" rLA3TIC-�1 / Gif IiiiAhi --------------------- -...--------- --- - \ - I- I' f 12. --------------------------------------------------------------------------------------- - -- - ------------------ ------------------------------------------------------------------__-------------------------------..............---..,,.------ - / ;€re) PIT BOTTOM - 1l CARRIER PIPE (ALL RESTRAINED) 20'-0" _ (TYP) 2'-6" 5'-0" 5'-0" 5'-0" 2'-6" A SIDE VIEW � A CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PIPE RESTRAINED JOINTS STEEL CASING PIPE DETAIL SECTION A -A STAINLESS STEEL NUTS & BOLTS CARRIER PIPE n'T01`0010 0" rVC-' VIA "L MAIN "MD" L UAXIWCUJ I. -� MD �ty�HL � I R1M0VE SUFFICIENT FOR MH PLACEMENT. REPAIR JACK & BORE SECTION PER DETAIL SHEET 20 STATION: 55+08.24 SCALE: 1"=10' 10' ROADWAY 10' PAVING CASING VENT (SEE M-12) - - - - ROCK BASE �- 36"�MIN (MIN) t DUCTILE IRON TO EXTEND DUCTILE IRON M.J. ONE LENGTH MINIMUM CLASS 52 PIPE ELEVATION CARRIER STEEL CASING MINIMUM PIPE SIZE WALL THICKNESS 4" 12" .188 6" 14" .250 8" 16" .250 10" 20" .250 12" 24" .250 16" 32" .375 20" 40" .375 24" 48" .500 30" 60" .625 36" 72" .625 42" 84" .625 48" 96" .625 180RETURN rr"^ STAINLESS STEEL HARDWARE CLOTF INSECT SCREEN 3" PIPE 316 STAINLESS STEEL NOTES NOTE NOTE 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. 1. IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE IRCDUS ENGINEER ADJUSTED ACCORDINGLY. IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED" DRAWING DRAWING DRAWING INDIAN RIVER COUNTY JACK AND BORE "° INDIAN RIVER COUNTY CASING INSTALLATION N0 RIVER COUNTY JACK AND BORE NO. DEPARTMENT OF DEPARTMENT OF ''`�.<; DEPARTMENT OF M -12 M - 11 UTILITIES SERVICES ,� uTILITTES SERVICES ,► ... (BLOCKING DETAIL) M-10 UTILITIES SERVICES * . DETAILS (CASING VENT) N.T.S. Ill am. N.T.S. Ilwlnl aol. N.T.S. .��ul �. �c��ss�stailttttetttog�rgyhd� DRAWN SH DRIDO&M (1 %]"Title to all documents which bear the copyright \`V// Ill JJI IL JA`` JI \L J/ of Masteller do Moler, Inc. is vested solely in fit' `fir a,.�A"'•'9"*!0 � DESIGNED SH Masteller & Moler, Inc. These documents are provided to the owner solely in connection with. sp � 4 • this project. Any other use or reuse of these : •: �� CHECKED EHM documents or any reproduction, display, sale, or NO 2�'j jFjB : e� uv �f LLJJ"JJ u LJ v LLJJIIJJLLJJ II nn nn II v v `JL/ other disposition of these documents by anyone � DATE OCT 2014 is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal = ` • SANITARY SEWER DETAILS Copyright Law." �;� sT (; 2� SCALE NOF ©2015, MASTELLER & MOLER, INC. EARL H. M "� "f �'������ P.E. F L# 2 6 6 5 8 DWG NO SHEET 181422 1 INDIAN RIVER COUNTY FLORIDA vq,F.,•. .,t�„' 0 y 2 3 4 ASPHALT -BRASS VALVE INDICATOR SURFACE /ALVE BOX PAD DRIVEN OR ANCHORED FLUSH �' I F�ENCH WIDTH I o +n in INTI ASPHALT SURFACE DETECTION TAPE PROVIDE TRENCH - i 0 o 0 0 0 0 0 0 is o o o N 36" SQUARE (SEE M-6) (SEE NOTE NO 6) SLOPE AS REQ'D I A Y TRENCH WIDTH W + 4' MIN _ I _ s : ,:,,, :. , MECHANICALLY C LL SAW EXISTING SURFACE RESTORATION f, 0 0 0 0 0 0 0 o b w j�' PROVIDE TRENCH = 12 - SLOPE AS REQ'D I FINISHED GRADE PAVEMENT w EXISTING U a ° ° MIN BASE o 0 0 0 0 0 0 0 0 0 0 o LO 00 CL 12" (MAX) .eo . • °° •' ro w ° ° °� `° �•' ,` o` e-------------- /\\//\//\//\//\//\ /\/. \�\//\//\//\//, j.•/..�..../.. /� co 0 0 0 0 0 0 0 0 N o ° ° .e ° t�.) _ . a . 3 n rn N oe" t.� a e'e^e` N 0 \\ \ \ • • T . • p - p : fi � , . ° ° CONTINUOUS o L� 0 0 0 o in o o LIMEROCK VALVE BOX LID ) CQ o 0 0 0 0 0 ^ M N ro rn N 1r) w BASE (SEE NOTE 7 6" MAX LAYERS ��/:\�:\�//\�//�\��/\�//\�//\� / / / / / / 2 T / / / / / / / /\\/�\�/��/ w N N a ROCK TO EXTEND �\ \ ' \/\/\ \ \ r 0 0 o .n Zn / WRAP WITH Z OR OTHER APPROVED ///\ / / / / / / / / / / / / / / o w o 0 0 0 0 o g o f° N N N J ABOVE EXTENSION `1- FILTER CLOTH \ \ \ w METHOD TO ACHIEVE \r\ REPLACEMENT C., MAINTAIN TRENCH %� //\' > DETECTION TAPE '% / / / / / / / / / / / /jam/ LIMEROCK BASE i Z M \/� �/� 0 98% COMPACTION -\ - WIDTH 2'-0" ABOVE / //� U (SEE NOTE NO 8) \ `/ / / / / / / / / �\//\� IN 3 LIFTS AT J io 0 0 0 0 N N N N z ASSHOWNSLIDE TYPE TOP OF PIPE j\ (SEE NOTE 4) �j/\\� _ �a_ \ 98% c� in O TRACE WIRE VALVE BOX 6" (MAX) LAYERS TO ��_ to 0 0 0 o o � oo � o!'o �4 N N �� _ (SEE NOTE 6) w Ld VALVE CV /\\/� N/\\/\ ACHIEVE 98% COMPACTION iv z LO /�/ A Z to _.► MAXIMUM WATER LEVEL /\//\// 6" MAX Q N 0 o N W + TYPE \ \ \ O o o rn 0) - - MAXIMUM WATER\//� -+�/�,/%� 6" MAX ALLOWABLE DURING + ,,,/j�/jam �� LAYERS "� i° " °i - N N N CV -,t PAVED LEVEL ALLOWABLE//\ INVERT \�\\\\\� LAYERS CONSTRUCTION Off \\//\\//\\i AT 98% w DURING CONSTRUCTION \//\//\/� AT 98% 1 \\/:\/�\ V) DURING- - - -- \\�� \\//\\�\/\\ a a z Co m ao .y ,i . , to e� c� �r LLJ z TRACE WIRE 12f'/\\J 24" SQUARE (SEE M-6) VALVE BOX PAD - FINISHED GRADE __ J�// // // / // /• 3/4" DIA BEDDING ROCK _ ' _ PIPE _ 12 _ � �'" 3/4" DIA BEDDING ROCK\/\�/ ,/i�\/�\/� OR PEA ROCK WHERE UNDISTURBED SOIL ` OR PEA ROCK WHERE 12" PIPE -12" CONDITIONS REQUIRE OD in o 0 0 - - N N N N o 0 0 /\y'. CONDITIONS REQUIRE OD UNDISTURBED - \\/ _\\�= SOIL TRENCH WIDTH wo U \ j\I �:' /\/j°° TYPE II TRENCH WIDTH 'W' ELEVATION '" - 1W, O in O O <t•} O u7 O � O O O O \\/\ -',-\ • \< •\/\/\ ' N N N N M rq •� � � > \ \ \ � \ \ UNPAVED AREA 2"0 BRASS INDICATOR SHALL BE ELEVATION N 0 TE S N N M a m rn o 0 a o Q / \/j\/� �/� //� WET SET FLUSH INTO FIBERCRETE 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED w o o n o 0 0 0 = CURB BOX 2"0 TO HOUSE \ 0 o us 0 o Z 5 36" X 36" X 8" THICK FIBERCRETE PAD AT EACH VALVE BOX IN PAVED AREAS (TYPE 1) 24" X 24" X 8" THICK FIBERCRETE PAD AT EACH VALVE BOX IN UNPAVED AREAS (TYPE II) (SEE M-5) CURB BOX 2"0 TO HOUSE TRACE WIRE WITH DUCTILE IRON LID IS TO BE PROVIDED IN UNPAVED AREAS (TYPE II) �- VALVE BOX LID (SEE NOTE 3) 2"0 BRASS INDICATOR (EXAMPLE) SHALL BE FLUSH WITH PAD/PAVEMENT AND SHALL BE WET SET IN CONCRETE OR DRIVEN/ANCHORED IN ASPHALT PLAN VIEW METHOD OF CONSTRUCTION.M d- LO cc rn 7 V) co N N N o 0 o w TRACE WIRE WITH DUCTILE IRON LID ELEVATION NOTES NOTES 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. w nw m _•„_ 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT IN DEPTH WITH EXISTING MATERIALS AND � Q 1. VALVE BOX LID SHALL BE PAINTED: BLUE - WATER 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2" MIN. THK.) MATERIAL TYPE TO BE SPICIFIED. 0 ;n ;n o 0 0 - - N N N N M o � NOTES GREEN -FORCE MAINS METHOD OF CONSTRUCTION. z Q PURPLE - REUSE WATER 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180. =BRINE -BROWN 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. _ 0 to VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS. 0 0 0 o o .n o �n o .n o o 1. ALL w 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC I- N N N N r7 M -0-3. COMPACTION PERCENTAGES SHOWN REFER To AASHTO T-180. p - N 2. IN UNPAVED AREAS (SEE M-5, TYPE II) A BRASS VALVE INDICATOR IS TO BE PROVIDED WORKS/FDOT STANDARDS. w 3. ALL VALVES REQUIRE A LAT &LONG IN DEGREES &MINUTES 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. Z = w WITH ENGRAVED DIAGRAM OF VALVE LOCATION AND DESCRIPTION. (SEE EXAMPLE ABOVE) 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL OTHER THAN HAND VIBRATORY MEANS. J Sn ,n N o n o 'low o oro 0 0 4. SEE TRACER WIRE DETAIL M-13 5. TRENCH WIDTH "W" =PIPE O.D. PLUS 2'-0". - o �" INDICATOR SHALL BE FLUSH WITH PAD/PAVEMENT. 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 2::2 Z 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL VALVES. (SEE W-1) 6. 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' 0 - w 0 LIJ 6. REFLECTIVE MARKERS FOR: FIRE HYDRANT (WATER) - BLUE 3. VALVE BOX LID LOCATED IN PAVEMNT SHALL BE A DUCTILE IRON STAY -PUT COVER, MINIMUM 24 LBS. " w 0 Lo � � rn o 0 0 0 0 Sn o J D- m WITH A MINIMUM 6" LONG THROUT AND SHALL BE MARKED WITH RAISED LETTERS: "WATER", SEWER", BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE 8. 2 WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1' Z N N N 'Co L` WATER MAIN VALVE - WHITE MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL ALSO BE BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE Q wino FORCE MAIN VALVE - GREEN "BRINE", OR "REUSE WATER' AS APPLICABLE. �^ Z w REUESE MAIN VALVE - PURPLE 4. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. USED CON ON ALL PIPE. (SEE DETAIL M-13). MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL BE USED F_ �, Q = 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER CONTINUOUSLY ON ALL PIPE. SEE DETAIL M-13 . U) wUJw _ = U BRINE -BROWN ( ) w a wx o [�2 Co o d O m c1t co 5. NO VALVE RINGS ARE TO BE USED. G_ a Q z e� d m o -4 � .-4 to to 0 c3 Nt d � Q w 7. VALVE BOX LID LOCATED IN PAVEMENT SHALL BE A MINIMUM 24 LBS. WITH A MINIMUM 6" (LONG THROAT) 6. IN TYPE I, PAVED AREAS, THE VALVE BOX PAD TOP ELEVATION SHALL BE EVEN WITH THE ROCK JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY. LID WITH RAISED LETTERS MARKED: "WATER", "SEWER", "BRINE", OR "REUSE WATER' AS APPLICABLE. OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. ov m Q GRADE TO ALLOW BOTH LAYERS OF ASPHALT TO COVER THE VALVE BOX PAD WITH THE FINAL 10. ALL PIPE TO BE LOCATED MINIMUM OF 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT. ALL 8. VALVE BOX SHALL COMPLY WITH FDOT STANDARDS AS APPLICABLE. ASPHALT LAYER FLUSH WITH THE TOP OF THE VALVE BOX. 8. ALL PIPE TO BE LOCATED 5' O.C. (TYPICAL) FROM EDGE OF PAVEMENT, PER FDOT INDEX 105. RESTORATION (SODDING) SHALL BE PER FDOT INDEX 105. _A„_ 9. VALVE BOX EXTENSIONS OVER 36" REQUIRE IRCDUS ENGINEERING APPROVAL. DRAWING V DRAWING DRAWING DRAWING INDIAN RIVER COUNTY TRENCH DETAIL DR NO. INDIAN RIVER COUNTY TRENCH DETAIL No. INDIAN RIVER COUNTY RESTRAIN 1 N G NO. INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY BOX No. DEPARTMENT OF DEPARTMENT OF. DEPARTMENT OF DEPARTMENT OF VALVE AND B 0 X DEPARTMENT OF VALVE B 0 X P A D UTILITIES SERVICES * (UNPAVED EASEMENTS) M - 1 UTILITIES SERVICES >E (PAVED AREAS & SHOULDERS) M-2 UTILITIES SERVICES�"�' SCHEDULE AND NOTES M-3 UTILITIES SERVICES P* M - 5 UTILITIES SERVICES * M-6 oRz9 NTS MARai 2014 R �P NTS MAR04 2011 ° NTS MARCH 2014 oR 9 MARCH 2014 0 9 NTS MARCH zm• III NOTES: 6" ANCHOR COUPLING FOUR HYDRANT GUARDS A CORPORATION STOP SHALL BE INSTALLED WITH A ADDITIONAL GATE VALVE AS REQ'D BY IRCDUS 0 0 1. A temporary jumper connection is required at all connections between existing active M.J. REQUIRED IF DISTANCE SEE NOTE 1(BELOW) LENGTH OF 1"0 COPPER TUBING EXTENDING ABOVE -► THE FINISHED GRADE. THE TUBING SHALL BE FLOW ° ° FLOW water mains and proposed new water main improvements. IS MORE THAN 5' j®// 90• \®\ INSTALLED WITH A 180' DOWNTURNED BEND. WATER MAIN \ - / - PRESSURE GAUGE 2. The Temporary Jumper Detail (W-13) is to be used for filling any new water main of any (SEE w-14 No.10) size from the existing active water mains and for the flushing of new mains up to 6" REDUCED PRESSURE 2" GATE DOUBLE CHECK VALVE PLAN VIEW diameter (2.5 FPS minimum velocity) and for pulling bacteriological samples from any new water main of any size. 45° 1"� COPPER TUBING 2" SCH 40 'Tee" \ . BACKFLOW PREVENTER VALVE (TYP) 0WITH GATE VALVES OR "Wye" (TYP.) 2" METER 1" GATE VALVE WATER MAIN 3. The jumper connection shall be maintained until after the filling, flushing, testing and �\� I � o o disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies MEGA -LUG RESTRAOR EQUANT L /®� /®\ = �, �` has been received. Adequate thrust blocking and/or restraints shall be provided M.J. = VARIES,..,; ^ (n temporarily, as required. N P < P � 9 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected ANCHOR TEE FOR 6" PLAN VIEW zT UNION I 2" SERVICE " `" > `� prior to installation in accordance with AWWA C651, LATEST EDITION. The tapping MECHANICAL JOINT 6" 04 FINISHED GRADE 2 FINISHED , SADDLE sleeve and exterior of the main to be tapped shall be disinfected by spraying or swabbing PUMPER NOZZLE--,, _ v GRADE I _Z xa per section Two of AWWA C651. The use of tablets is strictly prohibited. FACING ROADWAY>/ 5. FINISHED \ %\\!\/%//%\/ \�%\//%//%\f/%\%/�\ //% %% / ACCESS \ ' ' �\ \� \ \ \ \ \ \ \ \ \ 5. The Jumper connection shall also be used to maintain a minimum pressure of 20 PSI in VALVE Box �-\\/�f>>/;:.�/�\/�\/�\/�\/�\/�\/�\/�\/�\/� :/, � Z FINISHED GRADE -\ �v ao GRADE v the new mains continuously after disinfection and until FDEP clearance letter Is obtained. _!• Jr ., I ., O N, CORP STOP 6. The Contractor shall provide documentation demonstrating that the double check Z z backflow prevention device is in good working order at the time of installation, and provide documentation that the double check backflow prevention device has been tested • O C-4 .� 8 "' " 6"GATE VALVE IX CORPORATION STOP _� -}- - - -�- in the last 12 months, and is in good working order one year from installation by a " .;;... M (WITH PLUG FOR FLOW FLOW - qualified backflow technician as approved by IRCDUS. 6 DIP PIPE ABANDONED SERVICE) DIRECTION OF FLOW %. ELEVATION TIE-IN VALVE TO BE 7. Except as required to flush lines greater than 6" diameter, the tie-in valve shall remain + -P - - + ` 1.5 CU. FT. - CLOSED AND LOCKED 2" SERVICE DOUBLE closed and shall be locked in the closed position by the utility company. The tie-in valve CONCRETE SADDLE SS (TYP) shall remain locked closed until the new system has been cleared for use by the FDEP '\ DIRECT CONNECTION` r NOTES NEW WATER MAIN and all other pertinent agencies. j (ANCHOR TYPE) UNDISTURBED 1. ALL BUILDINGS WITH FIRE SPRINKLER PROTECTION SYSTEMS INCLUDING SINGLE FAMILY RESDENTIAL EXISTING WATER MAIN 8. Upon receipt of clearance for use by FDEP and all other pertinent agencies, the '\ 6" (MIN) ELEVATION SOIL AND COMMERCIAL ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WATER MAIN WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. Contractor shall remove the temporary jumper connection. The corporation stops are to �. WATER MAIN 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL ELEVATION be closed and plugged with 2" brass or PVC stops. NOTESRPZ BACKFLOW PREVENTORS. 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED ELEVATION -�*- 9. All installation and maintenance of the temporary jumper connection and associated w/ CONCRETE WHEN REQUIRED BY IRCDUS. GUARDS TO GE PAINTED SAME AS HYDRANT. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY backflow prevention device, fittings, valves, etc., shall be the responsibility of the 2. THE q OF THE PUMPER CONNECTION SHALL BE 18" MINIMUM ABOVE THE q OF THE NEAREST BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. NOTES Contractor. ROADWAY OR FINISH GRADE. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE TRAFFIC3. ALL HYDRANTS SHALL BE BREAKAWAY TYPE. MAY BE UTILIZED IN LIEU OF ABOVE. NOTES SUPPORT COPPER SYSTEM. AS APPROVED BY M. SYSTEM EMS ALL BE BRASS, 1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE 10. If the water main to be flushed is greater than 6" diameter or such length that a full pipe 4. COMPLETE ANCHORED FIRE HYDRANT PRESENCE OF THE ENGINEER OF RECORD. flush at the 2.5 FPS velocity cannot be accomplished, the following procedure shall be 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 5. BELOW GROUND INSTALLATION INA VAULT MAY CONSIDERED utilized. 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. FOR APPROVAL IF FINISHED GRADE OF BOTTOM OFF VAULT IS AT 2. ALL LINES TO BE FULL PIPE FLUSHED. a) Install pressure gauges as indicated on Temporary Jumper Detail (W-13). 7. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-13. (TRACE WIRE NOT SHOWN IN DRAWING ABOVE. 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE LEAST 1'-0" ABOVE THE HIGH WATER LEVEL. 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. b) Open all downstream valves in the new system prior to flush. 8. ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. MATERIALS AS APPROVED BY IRCDUS. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. c) Flush new water main thru tie-in valve maintaining a 10+/- PSI pressure ALL NUTS SHALL BE STAINLESS STEEL 4. A 2" TEMPORARY JUMPER TO BE USED UNLESS OTHERWISE DIRECTED BY IRCDUS. 9. MAINTAIN 7'-6" RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE (EXAMPLE 2. NO SAMPLING POINT SHALL BE CONSTRUCTED AT FIRE HYDRANTS. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. differential between gauges during flush. 5. CORP STOP SHALL BE PLUGGED AFTER REMOVAL/ABANDONMENT OF TEMPORARY JUMPER. d IRCDUS personnel, in the presence of the Engineer of Record shall operate tie - MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.) 3. WHEN SAMPLING IS COMPLETE, SERVICE SHALL BE ABANDONED AND PLUGGED AT MAIN. 8• ALL FASTENERS SHALL BE 304 STAINLESS STEEL (OR APPROVED EQUAL). p p g p 6. WHEN JUMPER IS NO LONGER REQUIRED, SERVICE SHALL BE ADANDONED AND PLUGGED AT MAIN. 10. HYDRANTS AND PROTECTION DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES 4. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED. 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE in valve to insure that the required pressure differential is maintained. OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO FIRE 7. FIELD INSPECTION BY IRCDUS IS REQUIRED BEFORE UTILITIES ARE ACCEPTED. PREVENTION CODE 3-5.6. CERTIFIED FORM SUBMITTED TO IRCDUS. �.�- DRAWING DRAWING DRAWING DRAWING DRAWING INDIAN RIVER COUNTY No. INDIAN RIVER COUNTY No. INDIAN RIVER COUNTY NO. INDIAN RIVER COUNTY �°� TEMPORARY No. RIVER COUNTY TEMPORARY DEPARTMENT OF FIRE HYDRANT DETAILS DEPARTMENT OF TEMPORARY SAMPLING POINT _ DEPARTMENT OF r BACKFLOW P R E V E N T E R DEPARTMENT OF DEPARTMENT OF JUMPER DETAIL W-1 4 UTILITIES SERVICES * * W-2 UTILITIES SERVICES �t�L i A* NTS (BACTERIOLOGICAL) �. W-8 UTILPPIES SERVICES * NTS MARCH =4 W-11 UTILITIES SERVICES RJ * NTSJUMPER DETAIL MARCH 4 W-1 3 UTILITIES SERVICES * NTS NOTES mA cH,,„ NTS MARCH 2014NAM !� tlirigtt°ttaa�ca� DRAWN SH M .W4 r_ MASTELLER MOLER,' O■ I n' I D a Q now9n @Ot V JHUW "Title le all documents which bear the cop fight ••••a+SH u V���J// `� �•" to DESIGNEDoT Masteller do Moler, Inc. is vested solei in • ��� �y � Masteller do Moler, Inc. These documents are .�' • � ` • °� provided to the owner solely in connection with l "•� s CHECKED EHM this project. Any other use or reuse of these a N0. ZiJ65I� • �n tin M M documents or an reproduction, display, sale, or • • @OI �• @ULV01 f• I((r� �I �• M(ln�i �� 19r9M� I A' I O I FU I 1 lr O ly @@WW9R@0&1 @ other disposition of these documents by anyone .� = DATE OCT 2014 H u�J`.I LIv`.i uv LJ V u u u u `J is expressly prohibited without consent of Z • . CERTIFICATE OF AUTHORIZATION NUMBER 4204 Masteller & Moler, Inc. pursuant to the Federal A �os MSA scALE NTS Copyright Law.' QNO. DATE DESCRIPTION DR/APP 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA, 32860 POT BLE ATER DET [LS' , SHEET 19 OF 21 RINDIAN RIVER COUNTY FLORIDA u . REVISIONS (772) 567-5300 / FAX (772) 7q4-1106 ©2015, M ASTELLER & MOLER, INC. EARL H.! P . E . F L# 2 6 6 5 8 DWG NO 1422 9��hti3WtMR==9ttteNt� J A C 1 2 3 � 4 ! 5 (2) 15' LIFT§ OF ASPHALT ASPHALT SURFACE COURSE. TYPE SP -125 OR 5P-95 PER F.D.O.T. STANDARD SPECIFICATIONS TACK COAT SEE NOTE #1 BELOW 8' IN. I2• MIN. SEE NOTE #2 BELOW ROAD BA5E LIMEROCK OR CEMENTED COQUINA ROGK LBR-100, COMPACTED AT 4BR5 OF AA5TAT0 T -I80 (MIN). HOMOGENEOUS SUBGRADE MIX STABILIZED TO FLORIDA BEARING VALUE (F.BV) OF 50 P5.1. MIN. AND COMPACTED TO A MIN. OF cl&% MAX. DEN5ITY. NOTE. IN FD.O.T. RO W GONTRAGTOR TO MATCH EXISTING ASPHALT AND BA5E MATERIAL 6X6-2.1 W X 2.1 W WWF WITH REGARD TO TYPE AND THICKNESS. IN NO CASE, SHALL MATERIAL DEPTWBE LE55 THAN THI5 DETAIL. SPEGIFIGATIONS, NOTES: I. ALL MATERIALS AND M� OF 00NSTRUGTION SHALL MEET THE 5PEGIFIGAnoN5 1 . CONCRETE USED UNLESS OTHERWISE NOTED ALL UNDER THE ' STANDARD 5PEGIFICATION5 FOR THE ROAD AND BRIDGE CONSTRUCTION • SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE BY THE FLORIDA DEPARTMENT OF TRANSPORTATION 2. TESTING AN INDEPENDENT TESTING FIRM SHALL BE RETAINED 13Y THE CONTRACTOR TO STRENGTH OF 3.000 P.S.I. iN 28 DAYS. PERFORM TE5TIN6 ON THE SU66RADE AND BASE GOUR5E AS FOL.LOW5 . 2. SIDEWALK TO BE 6" THICKNESS STANDARD SUB6RADE . FBV AND DENSITY TE5TIN5 BASED ON I TEST PER I0p00 5F OF SUBGRADE 5A5E G0UR5E . DENSITY TEST BASED ON I TEST PER 10,000 SF OF BASE. 3. PROVIDE JOINTS EVERY 5' AND AT ALL P.C.'s & P.T.'s AT CURVED SECTIONS ASPHALT . THE ONNER RESERVES THE R16HT TO REMIRE THE CONTRACTOR TO PROVIDE CERTIFICATION INDICATING THAT ALL ASPHALT SIIRFAGE COURSE MATERIAL HAVE PROPER COMPOSITION IN AGGORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION 55- 1991. ALL COMPAGTION SHALL BE IN GOT•IFORI A WITH AASHTO T-150 TYPICAL F.D.O.T. SIDEWALK DETAIL R.O.W. PAVING SECTION (N.T.S.) MINIMUM REQUIREMENTS (N.T.S.) STANDARD (MINIMUM) DIMENSION (UNLESS STATED OTHERNUSEJ 51N6LE LIFT ONLY. SEE NOTE BELON FOR MULTIPLE LIFTS ASPHALT SURFACE COURSE TYPE 5P-125 OR 5P-9.5 PER FD.O.T. STANDARD SPECIFIGATION5 2 M' IN. / TACK COAT HIN. \\\\\\\\\\\\\\\ !-OF PAVIN& a" MIN. ROAD BASE LIMEROC.K OR CEMENTED GOMINA ROCK LBR-100, COMPAGTE D AT 98% OF AASHATO T-180 (MIN). HOMO6BNEOUS SU96RAVE MIX STABILIZED TO LIMEROGK BEARING RATIO (LS.RJ OF 40 P.S.I. MIN. AND GOMPAGTED TO A MIN. OF 98% MAX. DENSITY. SPECIFICATIONS. I. ALL MATERIALS AND NEiHOD5 OF CONSTRUCTION SHALL MEET THE 5PEGIFIGATION5 UNDER THE ' STANDARD 5PEGIFIGAT1ON5 FOR THE ROAD AND BRI126E CONSTRUCTION' BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. 2. TE5nN5 AN INDEPEND)M TESTING FIRM SHALL BE RETAINED 13Y THE CONTRACTOR TO PERFORM TE5nN6 ON THE 5UB6RADE AMD BASE GOUR5E AS FOLLOt-E . . LBR AND DEN511Y TE5nN& BA5E2 ON I TEST PER I0p00 SF OF 906RADE RASE CO IR5E . DENSITY TEST BASED 0141 TEST PER I0p00 SF OF BASE ASPHALT. , THE OPER RESERVES THE RIGHT TO REGUIRE THE GONTRAGTOR TO PROVIDE GERTIFIGATION INDIGATIN6 THAT ALL ASPHALT SURFAGE COURSE MATERIAL HAVE PROPER GOMPOSITION IN AGGORDANCE Nin+ FLORIDA DEPARTMENT OF TRANSPORTATION 55- 1991. ALL COMPACTION SHALL BE IN GOIFORMANGE KITH AASHTO T -I80. AS AN OPTION, THD LIFTS OF ASPHALT T GAN BE INSTALLED PROVIDING FOR A 1 1/4' FIRST COURSE OF SP 125 AND SECOND COURSE OF I' SP 125 FOR A TOTAL PAVEFENT THIGQNESr OF 2 V4'. TYPICAL CITY/COUNTY R.O.W. PAVING SECTION (N. T. S.) EXIST. PAVING EX_ EX. OVERLAP EXIST. BASE WITH 18" PAVING MINIMUM l - NEW PAVING SAW CUT/BUTT JOINT DETAIL (N.T.S.) I. 5/11/15 REVISED PER IRC R.O.W. COMMENT LETTER OF 3/31/15 SH/EHM NO. DATE DESCRIPTION DR/APP REVISIONS 12" 12" 7.5" 6" 115" 7.5" I 24" NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S_I. IN 28 DAYS. MODIFIED MIAMI TYPE GUTTER (N.T.S.) LAND50APED AREA 1/2" RADIUS =6" o' _' '•` 18" HIGH GONG. CURB jI> PAVEMENT .I X j BA5E \ / e SUBGRADE NOTE: 15AW GUT CONSTRUCTION JOINT THROUGH GURBING TO FORM INCREMENT NOT EXGEED I NG 25 LINEAL FEET. 2. CONCRETE SHALL HAVE A MINIMUM GOMPRE551VE 5TREN6TH OF 3,000 P.S.I. IN 2& DAYS. HEADER CURB SECTION (N. T. S. ) a ° e' TYPICAL ED6E OF PAVINS O _6' Concrete Pavement. 0- 8" Homogeneous 5vbgrade Mix Stabilized to LBR 40 (Min) and Gompar-ted to cla% Maximum Density per AASHTO T-180 (Min). SPECIFICATIONS: I. ALL MATERIALS, CONSTRUCTION JOiNT LOCATIONS, MATERIAL PLACEMENT AND FINISHING METHODS SHALL MEET THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "STANDARD SPECIFICATIONS FOR THE ROAD AND BRIDGE CONSTRUCTION" AND THE RECOMMENDATIONS OF THE PORTLAND GEMENT ASSOCIATION. 2. ALL CONCRETE SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE STREN6TH OF 3,000 P.S.I. IN 28 DAYS (AASHTO TO23). 3. TESTING: AN INDEPENDENT TESTING FIRM SHALL BE RETAINED BY THE CONTRACTOR TO PERFORM TESTING AS FOLLOWS: SUBCARADE: LBR AND DENSITY TESTING BASED ON i TEST PER 10,000 5F (MINIMUM ONE (1) TEST). CONCRETE, • SLUMP SHALL BE TWO (2) TO FOUR (4) INCHES (AASHTO T-IIci). • AT I FAST THREE (3) COMPRESSIVE 5TRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EVERY TEN THOUSAND (10000) SQUARE FEET OF PAVEMENT. • COMPRESSIVE STRENGTH SHALL BE REPORTED FOR SEVEN (7), FOURTEEN (14) AND TWENTY-EIGHT (28) DAYS AFTER PLACEMENT. TYPICAL CONCRETE DRIVEWAY PAVING SECTION (N.T.S.) 2-1/4' EXIST. 24' RGP \ i`1 ^I t �-- EYE BOLT / SEE INDEX 201 PROPOSED 10' D.I.P. 6RAMTY SEVER r PLAN 2'-0' GRATE _ 22.?g I o� 2 Nl_ 5AWGllT EX15T. 24' RCP 01 `04 BARS O 12' 6". INV. • I&M of to O O �--u- 10' D.I.P. 6RAVI7Y SEWER INV. = 1814 2' CLEAR .",-INLET BOTTOM = 15.10 SECTION RECOMMENDED MAXIMUM PIPE 51ZE: 2-0" WALL- 18" PIPE 3'-1" WALL- 24" PIPE 43-1 TYPE •C• INLET CONFLICT RTRUCTURU (N. T. S.) RESTORATION NOTES: 1. ALL RIGHTS OF WAY SHALL BE RESTORED IN LIKE OR BETTER CONDITION INCLUDING SIDEWALKS, DRIVEWAYS AND DRAINAGE. 2. PAVEMENT SHALL BE SAW CUT FOR ALL TRENCHING. EXISTING ASPHALT SHALL BE REMOVED. BASE SHALL BE RECONSTRUCTED WITH REQUIRED THICKNESS & DENSITY AND ROADWAY SHALL BE REPAVED TO MEET STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE. M MASTELLER & CLER, INC. - M c�oa��d�oaa �ac�aa��Q� CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 (772) 567-5300 / FAX (772) 7q4-1106 R.O.W. I I C-------�`�� EXIST. 70' R.O.W. 12' 12' WEST BOUND LANE RESTORE EAST BOUND LANE MATCH EX 1ST. . SEE SAW CUT/BUTT JOINT DETAIL TACK COAT 0 TYPE SP -9.5 (SUPERPAVE) ASPHALTIC CONCRETE I" MINIMUM THICKNESS 0 TYPE SP -12.5 (SUPERPAVE) ASPHALTIC CONCRETE 1-1/2" MINIMUM THICKNESS O3 COQUINA BASE (MINIMUM LBR 100) 8" MINIMUM THICKNESS COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. ® TYPE "B" STABILIZED SUBGRADE (MINIMUM LBR 40) HOMOGENEOUSLY MIXED TO A 12" MINIMUM THICKNESS, COMPACTED 987 MAXIMUM DENSITY PER AASHTO T-180. NOTES= 1- TOPSOIL, ROOTS, MUCK, ORGANICS, AND OTHER DELETERIOUS MATERIALS SHALL BE REMOVED FROM RIGHT-OF-WAY, 2- FILL UNDER SWALES SHALL BE CLEAN PERMEABLE SOIL, MINIMUM PERMEABILITY OF 6 IN/HR. 3- FILL UNDER ROADWAY SHALL BE CLEAN STRUCTURAL FILL PLACED IN 6 INCH LOOSE LIFTS COMPACTED TO 987 MAXIMUM DENSITY PER AASHTO T-180. MAXIMUM DENSITY PER AASHTO T-180. 4- ALL OFF-SITE AND ON-SITE ROADS SHALL INCLUDE THE SPECIFICATION TO MIX A HOMOGENEOUS MATERIAL. 5- ALL OFF-SITE COUNTY ROADS MUST BE APPROVED THROUGH THE COUNTY AND TRAFFIC ENGINEERS. -12" 1-12" MATCH EX 1ST. SWALE FLOW LINE WEST BAY STREET EAST BOUND LANE RESTORATION (STA: 0t00 - 5-1-50) (N.T.S.) r TYPE I I 1 51 LT FENCE - Silt Flow t _ Note: Spacing for T yp e ��� Fence to be in accordance with Chart -, Sheet I of 3 and ditch installations of drainage structures Sheet 2 of 3. Type --- Silt Fence Type --- Silt Fence Protection Type --- Silt Fence Around Ditch Bottom InletS. Do not deploy in a manner that Silt fences will act as a dam across permanent flowing wotercour5eS. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT EENGE APPL I GAT1 ONS SILT FENCE DETAIL (N. T. S.) INDIAN RIVER COUNTY aoa4a c�o�a4rr @&UNJUWF�K@IRL @9u�HR CONSTRUCTION DETAILS INDIAN RIVER COUNTY "Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law." J-1, ©2015, MASTELLER & MOLER, INC. EARL F� FLORIDA R.O.W. DRAWN SH `0.004 i' 111H,i +r DESIGNED SH ,�c�,ti`��.�y lbytti'•i � . \BENS •• `�o -., �� �y CHECKED EHM `� DATE OCT 2014 No.26658 e SCALE NTS SHEET 20 OF 21 P.E. FL#26658 DWG NO 1422 •, ,,�� NAL �SPEEN WO FINES DOUBLED ROAD END PRESENT V1 ROAD WORK B A 41 6 a a Min. ■.......... 77/ 7//7/�7/7/7q/ q g • Taper Length -LFWZ `I See Table II //////// ROADNWORK I / Device Spacing -Taper Device Spocing-Tangen_ 500' SP®IND F[NES I - �OitK e�L YYtc ■ See Table I See Table I PRESENT DISTANCE BETWEEN SIGNS Speed Spacing (ft) AB 40 m orless200 200 2 31 ,.rete, 500 1` 50O'beyOrd the ROAD WORK AHEAD sign or midway between signs whichever Is less. Table II Table I GENERAL NOTES Device Spacing 107 Max. D/etarce Bstwsen Dances (f1) Speed Cdw or Type lar TYPe If () Titular Markers Barrkades or Vertical activities are restricted M one side of the roadway. Parols ar vns 35 55 58 Taper TageM Taper Ta,peM 25 25 50 25 50 30 M 45 25 50 30 50 50 M 70 25 50 50 !00 Table II - GENERAL NOTES DURATION NOTES 107 Speed 8' 10' 1. All vehicles, equipment, workers ( except floggers ), and their 1. Signs and channelizing devices may be omitted if of/ of the 25 28 35 42 activities are restricted M one side of the roadway. following conditions are met, 35 55 58 82 60 1 40 72 90 a) Work operations are 60 minutes or less. 1 45 l20 150 SYMBOLS 2. When four or more work vehicles enter the through traffic b) Vehicles in the work area have high-Drtens7ty, rotating, *55 mph or oreater 2540 1640 1000 500 4L- Length of shoulder taper In feet lanes in a one hour period or less ( excluding eslabl/shing flashing, oscillating, or strobe lights operating. ® Work Area terminating the work area), the odvanced FLAGGER sign W- Width of total shoulder in feet 270 217 sign. shall be substituted for the WORKERS sign. For location of shall B k* 500'beyond the ROAD WORK AHEAD Sign With l8" x 18" (Mtn.) Orange floggers and FLAGGER signs, see Index No. 603. sign or midway between signs whichever siders and their activities are restricted to one side of the roadway. Flag And Type B LIght 3. WORKERS sign to be removed or fully covered when no yy`( Sign With 18" x 18" ( Alin. J g BE PREPARED TO STOP sign may be work Is being performed. c) No sight obstructions to vehicles approaching the ■ Channe/Iz)ng Device (See Index No. 600) 4. SHOULDER WORK sign may be used as an alternate to SYMBOLS V ® the WORKER symbol sign only on the side where the CONDITIONS D Work Zone Sign shoulder work is being performed. 1 Orange Flag And Type B Light Lane Identification + Direction of Traffic S. When o side road intersects the highway within the TIC zone, additional TTC devices shall be placed In accordance Type I, Type II Or Type III Barricade ENCROACH THE AREA CLOSER THAN 15'BUT NOT CLOSER THAN flashing, oscillating, or strobe 17" operating. with other applicable TCZ Indexes. 2' TO THE EDGE OF TRAVEL WAY. • Channe(izing Device (See index No. 600 ) 6. For general TCZ requirements and additional Information D Work Zone Sign Meet Ne. refer to Index No. 600. Flogger Table II - Taper Length - Shoulder lL (ft) 107 Speed 8' 10' 12' Notes ( mph) Sh1dr. Shldr. Shldr. 25 28 35 42 30 40 50 60 L- we 35 55 58 82 60 1 40 72 90 /O7 1 45 l20 150 /80 L SPINO FANE INES RM DOUBLED H AM RM ■Ell� taEN WORICERS V1 TOMW AHEAD /PRESENT END D / ** ROAD WORK Buffer Space 250' See Table { I_ C Device Spoclrp-Tangent 500' END y1I D - - - _ See Table I e - - ROAD WORK 1 ROAD !!! Buffer Space SPEEDING FINES Device Spacing -Taper Speed Dist. IND VVpRHC I WORKERS ROAD See Table I ( mph) (ft) TO PRESENT AHEAD AD 25 155 30 200 1 50 133 167 200 - DISTANCE BETWEEN SIGNS 1 55 147 183 221 L -WS 107 Speed Spacing (ft) 60 160 210 240A 120 B C D *** 1 65 173 217 260 Tar. Dtakncs Bomeee owkw (ft) 40 moh or less 200 200 200 100 (•p'') Tubukr MW*Ws Barfaw%s ar Vertical 45 trop 350 350 350 175 70 X7 233 280 50 50 mph 500 500 500 250 8' minimum shoulder width. MO *55 mph or oreater 2540 1640 1000 500 4L- Length of shoulder taper In feet 147 I The ROAD WORK I MILE sign may be used 220 L -WS Pme/s or Orunr Taper Tapent Taper Tagrot as an alternate to the ROAD WORK AHEAD W- Width of total shoulder in feet 270 217 sign. (combined paved and unpaved width) B k* 500'beyond the ROAD WORK AHEAD S. Posted speed limit ph) constraints, the greatest sign or midway between signs whichever siders and their activities are restricted to one side of the roadway. 7. for general TCZ requirements and additional fnformat7on, refer Is less. yy`( Sign With 18" x 18" ( Alin. J g BE PREPARED TO STOP sign may be The FLAGGER legend sign may be substituted for the symbol sign, c) No sight obstructions to vehicles approaching the omitted for speeds of 45 MPH or less. J. Additional one-way control may be effected by the to Index No. 600. SYMBOLS V ® Work Area CONDITIONS work area for a distance equal to A plus B d) Vehicles 1n the work area have high-Intens/ly, rotating, Sign With 18" x 18" (Alin. J WHERE ANY VEHICLE, EQUIPMENT, 1 Orange Flag And Type B Light WORKERS OR THEiR ACTIVITIES I Or Type II Barricade Or Vertical Panel Type I, Type II Or Type III Barricade ENCROACH THE AREA CLOSER THAN 15'BUT NOT CLOSER THAN flashing, oscillating, or strobe 17" operating. Or Vertical Panel Or Drum 2' TO THE EDGE OF TRAVEL WAY. • Channe(izing Device (See index No. 600 ) D Work Zone Sign Meet Ne. Ij-e Flogger td1 DURATION NOTES CONDITIONS TWO-LANE TWO-WAY, WORK ON SHOULDER CfUL• ­> Lane Identification +Direction of Traffic a a a a Median b � b 1--2' Min. []I Table II Work Area END I Toper Length - Shoulder A B Taper Length - L /� ROAD WORK 1 iL (ft) 1 * See Table II 111 Speed 8' !Q` 12' ROAD 1 • Device Spacing -Taper Device Spocing-Tmgenll 500' ( mph 1 Shldr. Sh/dr. Shldr. Notes SAD SPEEDING FINES vimI See Table I See Table I II 25 28 35 42 Dol■LED 30 40 50 60WEN WORKERS L- WSe ITable I 35 55 66 82 60 Device Spacing - 72 W 107 40 305 45 120 150 180 Tar. Dtakncs Bomeee owkw (ft) 50 425 (•p'') Tubukr MW*Ws Barfaw%s ar Vertical 1. s or Type nor Type 11 50 133 A67 MO (f.0) I Tames Harr"M Barr)e°dee ar vwkal 55 147 163 220 L -WS Pme/s or Orunr Taper Tapent Taper Tagrot 60 I 65 160 173 270 217 24'0 260 ROAD WORK 9h ROAD AHEAD WORK Q AHEAD till tbkh VM Q KEEP ROAD Q KEEP R OAD WORK WORK Im VMR AHEAD l 4 RIGH AHEAD l g KEEP Existingr R� CM 100 B A lou VM K� m 1001 I I B 41A dl Work Ar � ■ ( I a T Work Ar � ■ I I � I a I ■ J !h ■ 1■ qJ D A [� B Existing 10 A D B , w, W"\ / m 03 ,� Won ■o�c t y;. ROAD lS ROAD 13 WORK 4 WORK 4 AHEAD AHEAD Q Q ROAD lDAh ■bW[ ROAD Ibk� fOQ 8. WORK u3- WORK AHEAD AHEAD UNSIGNALIZED SIGNALIZED Table I 35 250 25 Device Spacing 40 305 GENERAL NOTESDURATION Mat. D)eknae Between Dw7cw (rt) 45 360 Speed eaear Type I ar T)p• tl ee 50 425 (•p'') Tubukr MW*Ws Barfaw%s ar Vertical 1. All vehicles, equipment, workers ( except fkgpers) and their Po 1# w Drove 55 495 lane, leaving the opposite lane open to traffic. Taper TapeM Taper Tagenl 60 570 125 to 45 20 50 20 50 1 65 645 150 to 70 20 1 50 00 /00 70 730 2 A// vehicles,titac equipment, workers (except J, -I high -Intensity mist/ng, flash/ng, osclllafing, or strobe lights operating. When Buffer Space cannot A B be attolned due to geometric GENERAL NOTES constraints, the greatest ROAD WORK 9h ROAD AHEAD WORK Q AHEAD till tbkh VM Q KEEP ROAD Q KEEP R OAD WORK WORK Im VMR AHEAD l 4 RIGH AHEAD l g KEEP Existingr R� CM 100 B A lou VM K� m 1001 I I B 41A dl Work Ar � ■ ( I a T Work Ar � ■ I I � I a I ■ J !h ■ 1■ qJ D A [� B Existing 10 A D B , w, W"\ / m 03 ,� Won ■o�c t y;. ROAD lS ROAD 13 WORK 4 WORK 4 AHEAD AHEAD Q Q ROAD lDAh ■bW[ ROAD Ibk� fOQ 8. WORK u3- WORK AHEAD AHEAD UNSIGNALIZED SIGNALIZED a a Median J D D D D D White Ref/ectorized Pavement Markings b - :#/Work Arca j iiriiiii I �. q B C Taper Length -L Buffer Space T500 _ �I¶I END See Table II See Table II I ROAD WORK W* 11 ROAD Device Spacing -Taper Device Spacing -Tangent /OO' NER l/fE See Table I See Table I i WORK AHEAD MMM FM CLOW DOUMM PFIEW DISTANCE BETWEEN SIGNS Table II Buffer Space and Taper Length Speed Buffer Taper L-pth P Space (t21aleral Transition) ( mph) Dist, L Notes ( ft) (ft) ( Merge J 25 155 125 30 2017 160 L WSt 35 250 245 60 40 305 320 45 360 540 50 425 600 55 495 660 L -WS 60 570 727 65 645 780 70 730 840 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. For lateral transitions other than 12', use formula for L shown In the notes column. Where: L- Length of taper in feet W- Width of lateral transition In feet S- Posted speed limit (no) DISTANCE BETWEEN SIGNS attainable length shall be 25 25 50 25 GENERAL NOTESDURATION NOTES DISTANCE BETWEEN SIGNS L Work operations shall be confined to one traffic E. The two channel/zing devices directly In front of the work area and used, but not less than 210 ft. SYMBOL$Speed 1. All vehicles, equipment, workers ( except fkgpers) and their /, ROAD WORK AHEAD AND END ROAD WORK sign may be omitted spaatro t1Y) A B lane, leaving the opposite lane open to traffic. the one channe/lzing device directly at the end of the work area may omitted provided vehicles In the work area have 187 233 2Bo ® Work Area aSpaae actIvItles are forbidden In lane and intersect/on areas reserved for traffic. if all of the rations conditionsmin are meta 01 Work operations ore 60 minutes or less. 40 or less 200 200 2 A// vehicles,titac equipment, workers (except J, -I high -Intensity mist/ng, flash/ng, osclllafing, or strobe lights operating. A B �50 >0 70 b) Speed !s 45 mph or less. 45 mot 350 350 1 siders and their activities are restricted to one side of the roadway. 7. for general TCZ requirements and additional fnformat7on, refer yy`( Sign With 18" x 18" ( Alin. J g 2 The FLAGGER legend sign may be substituted for the symbol sign, c) No sight obstructions to vehicles approaching the B. When a side road Intersects the highway wlthln the TTC zone, J. Additional one-way control may be effected by the to Index No. 600. 200 350 1 V Orange Flag And Type B Light 3. When vehicles In a parking zone block the line of sight to TCZ work area for a distance equal to A plus B d) Vehicles 1n the work area have high-Intens/ly, rotating, following means#Type 1 the adjacent lane open to traffic. 8 I Or Type II Barricade Or Vertical Panel 500 signs, the signs staff be post mounted and located In accordance Index No. 17302. flashing, oscillating, or strobe 17" operating. (/I Flag -carrying vehlclel (2) Officio! vehicle; *55 mah or greater Or Drum (With Steady Burning Light At Night Only). I with e) Volume and complexity of the roadway hos been considered. '1 the ROAD WORK ( 3) Pilot vehicles; Traffic signals. DURATION NOTES CONDITIONS * The ROAD WORK I MILE sign may be used 4. if the work space extends across o crosswalk, the crosswalk should _500'beyond AHEAD sor midway between When f/aggers are the sole means of one-wayWHERE I. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may ANY VEHICLE, EQUIPMENT, as an alternate to the ROAD WORK AHEAD sign and the RIGHT LANE CLOSED J MILE (7i�eilrl(■itrN/1 Vile UMJAlftA~O� 071■ AIVDe LIN -MW ANhW lfa M middle of a six or more Index be closed using the Information In Index No. 660. I. CONDITIONS control the floers shall be In sight of each other gg or in direct oommunlcatlon at all times. be omitted If all of the following conditions are mete WORKERS OR THEIR ACTIVITIES 10. For general TCZ requirements and additional information 5. Flaggers shall be located where they can control more than to one side of the roadway, WHERE ANY VEHICLE. EQUIPMENT. a / Work operations are 60 minutes or less. ENCROACH THE AREA BETWEEN refer to Index No. 607. SYMBOLS one direction of traffic. a) Work operations are 60 minutes or less. WORKERS OR THEIR ACTIVITIES 4. The LANE ROAD signs are be duly covered b) Speed limit Is 45 mph or less. c 1 No sigh obstructions to vehicles approaching the THE CENTERLINE AND A LINE 2' ■ Channelizing Device (See index No. 600) if the work operation encroaches on the through traffic lanes or Floggers slat/ be /n sight of each other or /n direct 'k k WO'beyond the ROAD WORK AHEAD ENCROACH ON THE PAVEMENT he m and the FLAGGER signs either removed or fun fully covered when no work 1s performed and the work area for a distance equal to the buffer space. OUTSIDE THE EDGE OF TRAVEL WAY. [� Work Zone Sign communication at all times. The some applies to undivided highways with the following exceptions, REQUIRING THE CLOSURE OF A highway /s open to two-way traffic. d) Vehicles In the work area have high-lntenslly, rotating, In a one hour period (excluding establishing and terminating the work area) o flogger shall be provided and o FLAGGER sign shall be 6. Maximum between PORTION OF ONE OR MORE TRAFFIC flashing. oscillating, or sFrobe lights operating. ( b) Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and across the trolling end of the 6pwffy channeltzrog devices shall be not LANES 1N AN INTERSECTION. h 5. When a side road Intersects the highway within the e) Volume and complexity of the roadway las been considered. 11- Flogger greater than 20 3, This TCZ plan also applies to work performed In the median more than 2'but less than IS from the edge of trovelway. TTC zone, additional TTC devices shall be placed In accordance with other applicable TCZ Indexes. _ When work on undivided highways occurs across the centerline so Stop Bar 7. Temporary signal g modifications are to be approved by lc Op Operations Engineer the District Traffic M the When work Is being performed on a multilane undivided CONDITIONS CONDITIONS SYMBOLS fMet Ne. r Lone ldentlflagtlon + Direction of Traffic prior beginning of work. WHERE ANY VEHICLE. EQUIPMENT, ohm* Ne. Work Area 5. Signs and traffic control devices are to be modified 117 acaordonce 1 d 1 b Lane Identification + Direction of Traffic 8. For general TCZ requirements and additional 1 of 1 with INTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when no work Is being performed and the highway is open to traffic. TWO-LANE TWO-WAY, WORK WITHIN THE TRAVEL WAY W Is being performed. 15' BUT NOT CLOSER THAN 2' TO Information refer to Index No. 600. TWO-LANE TWO-WAY, WORK IN INTERSECTION �d a a Median J D D D D D White Ref/ectorized Pavement Markings b - :#/Work Arca j iiriiiii I �. q B C Taper Length -L Buffer Space T500 _ �I¶I END See Table II See Table II I ROAD WORK W* 11 ROAD Device Spacing -Taper Device Spacing -Tangent /OO' NER l/fE See Table I See Table I i WORK AHEAD MMM FM CLOW DOUMM PFIEW DISTANCE BETWEEN SIGNS Table II Buffer Space and Taper Length Speed Buffer Taper L-pth P Space (t21aleral Transition) ( mph) Dist, L Notes ( ft) (ft) ( Merge J 25 155 125 30 2017 160 L WSt 35 250 245 60 40 305 320 45 360 540 50 425 600 55 495 660 L -WS 60 570 727 65 645 780 70 730 840 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. For lateral transitions other than 12', use formula for L shown In the notes column. Where: L- Length of taper in feet W- Width of lateral transition In feet S- Posted speed limit (no) MULTILANE, WORK ON SHOULDER a a Median b b offset zone, WL c) Behind an from t bowler. ob) More than 2'behW the curb, c1 15'ormore from the edge offrovelway. 1. if the work operation (excluding establishing and terminating the work area) requires that two or more work vehicles cross the offset zone In any one hour, traffic control will be In accordance with Index No. 612. )L No special signing Is required. 3. This Index also Wiles when work Is being performed on a multilane undivided highway. 4. This Index also applies to work performed In the median behind an existing barrier or more then 15' from the edge of travel way, both roodways. Work performed in the median behind curb and gutter shall be In accordance with Index No. 6/2. SYMBOLS 5. When a side rood intersects the highway within the work area, ®additional traffic control devices shall be placed In accordance Work Area with other applicable TCZ Indexes. e� Lane Identification + Direction of Traffic 6. When construction activities encroach on a sidewalk refer to Index No. 660. 7. For general TCZ requirements and additional Information refer to Index No. 600. .r/isli7/]�1s�7 CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA ZOUTSIDE THE EDGE OF TRAVEL WAY. 1d1 am Advance Warning Arrow Panel MULTILANE, WORK WITHIN THE TRAVEL WAY ` MEDIAN OR OUTSIDE LANE WHERE ANY VEHICLE, EQUIPMENT, WORKERS AND THEiR ACTIVITIES ARE BEHIND AN EXISTING BARRIER, MORE THAN 2'BEHiND THE CURB. OR 15' OR MORE FROM THE EDGE OF TRAVEL WAY IMM till. 1a1 MULTILANE, WORK OUTSIDE SHOULDER MT MAINTENANCE OF TRAFFIC NOTES: 1. THE CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING AT (772) 226-1326, 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL INSTALL STAND MOUNTED ADVANCE CONSTRUCTION SIGNING IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 60MR ANY WORK LESS THAN 15 FEET FROM THE EDGE OF PAVEMENT. 3. THERE SHALL BE NO EXCAVATIONS LEFT OPEN WHEN WORK IS NOT ACTIVELY BEING PERFORMED. 4. TRAFFIC SHALL BE RESTRICTED TO A SINGLE LANE WHEN ANY WORK ENCROACHES THE AREA BETWEEN THE CENTERLINE AND 2 FEET OUTSIDE THE EDGE OF PAVEMENT. ONE -LANE CLOSURES SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 603RAFFIC ENGINEERING SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY LANE CLOSINGS. 5. ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15 FEET FROM THE EDGE OF PAVEMENT AND SHALL BE PROTECTED BY TYPE II BARRICADES WITH FLASHING LIGHTS 6. CONSTRUCTION FENCING USED IN THE WORK AREA TO PROTECT EQUIPMENT OR EXCAVATIONS SHALL NOT BLOCK SIGHT DISTANCE NEAR INTERSECTIONS OR DRIVEWAYS. 7. ACCESS TO PROPERTY OWNERS AS WELL AS EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. MASTELLERI"UmNOLER, INC. M C MMORDKIK_�1Q@ CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 (772) 567-5300 / FAX (772) 7q4-1106 Mee! Ne. 10f2 5 INDIAN RIVER COUNTY a / a Median J b � pF7 Area I ■ ■ ■ ■ ■ A B C Land Buffer Soave I 1 I END I 1 Area Terr>IoorarlJy il�yl ** Reopened To Traffic 500' ROAD WORK /ROAD - -- ROAD Anew PanelOperot7on DlsrantinuedRKb f1�$ WORK ,and arrow panel Steal! Be Removed Or I MILEDOURM #MILE Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushion (T Signs-' Covered \ `Temporary Pavement Mork/cgs Placed Through Wark Area EVEN PAVEMENT And Devices Relocated Laterally ZTo 4'Dutside Edge Of Trove/ Way. a a Median b � // Work Area A B CandBuffer Space END _ ** � Area Temporarily Reopened To Traffic 500' ROAD WORK ROAD ROAD Arrow Pone/Operat/on Dlscont/nued WORK WORK UNEVEN And Arrow Panel Shall Be Removed Or I MILE }MILE LANES Relocated Outside The Clear Zane Or Be Shielded By A Barrier Or Crush Cushion frE$ Hinged Dr Overlay DOUNM Shields Teoporary Pavement Markings Placed Through Work Area VA WORKM And Devices Relocated Laterally 2'To C Outside Edge Of PRIESENIT Travel Way. NORCOUNTY 'I'VIAINTENANCE OF TRAFFIC DETAILS INDIAN RIVER COUNTY UNEVEN PAVEMENT INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC MULTILANE, WORK WITHIN THE TRAVEL WAY MEDIAN OR OUTSIDE LANE -Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law." - FLORIDA ©2015, MASTELLER & MOLER, INC. EARL H. ebm Ne, �g 24f2 tS7 5 DISTANCE BETWEEN SIGNS l 25 25 50 25 5070 speed 1 (ft) GENERAL NOTES EHM Speed Spacing (ft) No. 26558 30 to 45 25 50 30 50 187 233 2Bo Y �• •• SCALE aSpaae i SHEET FL#26658 DWG NO 21 OF 21 1422 _.a-- A B �50 >0 70 25 50 50 A70 8' minInum shoulder width. 40 mph or less 45 rah 270 350 200 350 200 1 3501 1. Work operations shall be confined to one traffic lane, leaving B. When a side road Intersects the highway wlthln the TTC zone, 1 40 - or less 145 mo 200 350 200 350 1 L- Length of shoulder taper In feet 50 mot 1 the adjacent lane open to traffic. additional TTC devices shall be placed In accordance with other applicable TCZ Indexes. 50 )no or greater 500 500 W- Width of totalshloulder in feet *55 mah or greater I Z All vehicles, equipment, workers, and their activities are '1 the ROAD WORK (combined paved and unpaved width) * The ROAD WORK I MILE sign may be used restricted to one side of the roadway. 9. This TCZ plan does not apply when work Is being performed In the lane(s) lone highway. See No. 614. _500'beyond AHEAD sor midway between GENERAL NOTES DURATION NOTES S- Posted speed limit (mph) as an alternate to the ROAD WORK AHEAD sign and the RIGHT LANE CLOSED J MILE 3. On undivided highways the median signs as shown are to be omitted. middle of a six or more Index sfgw whichever Is less. I. All vehicles, equipment, workers, and their activities are restricted 1. Signs and channellzing devices may be omitted If all sign may be used as an alternate to the 10. For general TCZ requirements and additional information to one side of the roadway, of the following conditions are met, RiGHT LANE CLOSED AHEAD sign. 4. When work is performed in the median lone on divided highways the refer to Index No. 607. SYMBOLS a) Work operations are 60 minutes or less. channelizlrg device plan is inverted and left lone closed and lane 2 if the work operation encroaches on the through traffic lanes or b) Vehicles In the work area have high -Intensity, rotating, 'k k WO'beyond the ROAD WORK AHEAD ends signs substituted for the right lane closed and lone end signs. ® Work Area when four or more work vehicles enter the through traffic lanes flashing, oscillating. or strobe lights operating. sign or midway between signs whichever is less. The some applies to undivided highways with the following exceptions, DURATION NOTES Sign With 18 x 18 ( Mtn.) In a one hour period (excluding establishing and terminating the work area) o flogger shall be provided and o FLAGGER sign shall be (a) Work shall be confined within one median lone. Orange Flag And Type B Light substituted for the WORKERS sign. The flogger shall be positioned ( b) Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and across the trolling end of the 1. Temporary white edgellne may be omitted for work o days. operations less than 3 s point try or departure from the work area. at the Int of vehicle en work area. ■ Channellzing Device (See Index No. 600) 3, This TCZ plan also applies to work performed In the median more than 2'but less than IS from the edge of trovelway. When work on undivided highways occurs across the centerline so 2 Signs, arrow panel and buffer space may be omitted If all Of the following conditions are met, [p Work Zone Sign 4. When work Is being performed on a multilane undivided CONDITIONS CONDITIONS SYMBOLS as to encroach on both medlon lanes, the Inverted plan is applied to the approach of both roadways. a) Work operations are 60 minutes or less. b) Ilmtt Is 45 mph or less. Lone ldentlflagtlon + Direction of Traffic roadway the signs normally mounted in the median (� shaven 1 shall be omitted WHERE ANY VEHICLE. EQUIPMENT, ® Work Area 5. Signs and traffic control devices are to be modified 117 acaordonce 0) No sight obstructions 10 vehicles approaching the work area for a distance equal to the buffer space and 5. WORKERS signs to be removed or fully covered when no work WORKERS OR THEiR ACTIVITIES ENCROACH THE AREA CLOSER THAN Sin With I8"x l8" (min.) g with INTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when no work Is being performed and the highway is open to traffic. the taper length combined. d) Vehic/es in the work area have high -Intensity, rotating, Is being performed. 15' BUT NOT CLOSER THAN 2' TO y� V Orange Flag And Type B Light 6. The two c)annellzllg devices directly in front of the work area flashing, osclllattng, or strobe lights operating. e) Volume and complexity of the roadway has been considered. 6. SHOULDER WORK sign may be used as EDI o/ternote to the THE EDGE OF TRAVEL WAY. may be omitted provided vehicles In the work area have high-lntenslty rotating, flashing.osclNat/ng, or strobe tights operating. WORKER symbol sign, ■ Channelizing Device (See Index No. 600) 7. When a side )road Intersects the highway within the TTC zone, additional TTC devices shall be placed In accordance with other Type I. Type II Or Type III Barricade Or 7. When paved shoulders having a width of 8 ft. or more ore closed, channellzhg devices shall be used to close the shoulder In advance applicable TCZ Indexes. Vertical Panel Or Drum (With Flash( Li ht 1 n9 9 of ft merging taper to direct vehicular traffic to remain within the travel way. See Index No. 612 for shoulder taper formulas. 8. For general TCZ requirements and additional Information Meet Ne6 Qu Work Zone Sign refer to Index No. 600. MULTILANE, WORK ON SHOULDER a a Median b b offset zone, WL c) Behind an from t bowler. ob) More than 2'behW the curb, c1 15'ormore from the edge offrovelway. 1. if the work operation (excluding establishing and terminating the work area) requires that two or more work vehicles cross the offset zone In any one hour, traffic control will be In accordance with Index No. 612. )L No special signing Is required. 3. This Index also Wiles when work Is being performed on a multilane undivided highway. 4. This Index also applies to work performed In the median behind an existing barrier or more then 15' from the edge of travel way, both roodways. Work performed in the median behind curb and gutter shall be In accordance with Index No. 6/2. SYMBOLS 5. When a side rood intersects the highway within the work area, ®additional traffic control devices shall be placed In accordance Work Area with other applicable TCZ Indexes. e� Lane Identification + Direction of Traffic 6. When construction activities encroach on a sidewalk refer to Index No. 660. 7. For general TCZ requirements and additional Information refer to Index No. 600. .r/isli7/]�1s�7 CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT TO EITHER SHOULDER AND THE AREA ZOUTSIDE THE EDGE OF TRAVEL WAY. 1d1 am Advance Warning Arrow Panel MULTILANE, WORK WITHIN THE TRAVEL WAY ` MEDIAN OR OUTSIDE LANE WHERE ANY VEHICLE, EQUIPMENT, WORKERS AND THEiR ACTIVITIES ARE BEHIND AN EXISTING BARRIER, MORE THAN 2'BEHiND THE CURB. OR 15' OR MORE FROM THE EDGE OF TRAVEL WAY IMM till. 1a1 MULTILANE, WORK OUTSIDE SHOULDER MT MAINTENANCE OF TRAFFIC NOTES: 1. THE CONTRACTOR SHALL NOTIFY TRAFFIC ENGINEERING AT (772) 226-1326, 72 HOURS PRIOR TO BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL INSTALL STAND MOUNTED ADVANCE CONSTRUCTION SIGNING IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 60MR ANY WORK LESS THAN 15 FEET FROM THE EDGE OF PAVEMENT. 3. THERE SHALL BE NO EXCAVATIONS LEFT OPEN WHEN WORK IS NOT ACTIVELY BEING PERFORMED. 4. TRAFFIC SHALL BE RESTRICTED TO A SINGLE LANE WHEN ANY WORK ENCROACHES THE AREA BETWEEN THE CENTERLINE AND 2 FEET OUTSIDE THE EDGE OF PAVEMENT. ONE -LANE CLOSURES SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD INDEX 603RAFFIC ENGINEERING SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY LANE CLOSINGS. 5. ALL CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE STORED A MINIMUM OF 15 FEET FROM THE EDGE OF PAVEMENT AND SHALL BE PROTECTED BY TYPE II BARRICADES WITH FLASHING LIGHTS 6. CONSTRUCTION FENCING USED IN THE WORK AREA TO PROTECT EQUIPMENT OR EXCAVATIONS SHALL NOT BLOCK SIGHT DISTANCE NEAR INTERSECTIONS OR DRIVEWAYS. 7. ACCESS TO PROPERTY OWNERS AS WELL AS EMERGENCY ACCESS SHALL BE MAINTAINED AT ALL TIMES. MASTELLERI"UmNOLER, INC. M C MMORDKIK_�1Q@ CERTIFICATE OF AUTHORIZATION NUMBER 4204 DR/APP 1655 27th STREET, SUITE #2, VERO BEACH, FLORIDA, 32860 (772) 567-5300 / FAX (772) 7q4-1106 Mee! Ne. 10f2 5 INDIAN RIVER COUNTY a / a Median J b � pF7 Area I ■ ■ ■ ■ ■ A B C Land Buffer Soave I 1 I END I 1 Area Terr>IoorarlJy il�yl ** Reopened To Traffic 500' ROAD WORK /ROAD - -- ROAD Anew PanelOperot7on DlsrantinuedRKb f1�$ WORK ,and arrow panel Steal! Be Removed Or I MILEDOURM #MILE Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushion (T Signs-' Covered \ `Temporary Pavement Mork/cgs Placed Through Wark Area EVEN PAVEMENT And Devices Relocated Laterally ZTo 4'Dutside Edge Of Trove/ Way. a a Median b � // Work Area A B CandBuffer Space END _ ** � Area Temporarily Reopened To Traffic 500' ROAD WORK ROAD ROAD Arrow Pone/Operat/on Dlscont/nued WORK WORK UNEVEN And Arrow Panel Shall Be Removed Or I MILE }MILE LANES Relocated Outside The Clear Zane Or Be Shielded By A Barrier Or Crush Cushion frE$ Hinged Dr Overlay DOUNM Shields Teoporary Pavement Markings Placed Through Work Area VA WORKM And Devices Relocated Laterally 2'To C Outside Edge Of PRIESENIT Travel Way. NORCOUNTY 'I'VIAINTENANCE OF TRAFFIC DETAILS INDIAN RIVER COUNTY UNEVEN PAVEMENT INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC MULTILANE, WORK WITHIN THE TRAVEL WAY MEDIAN OR OUTSIDE LANE -Title to all documents which bear the copyright of Masteller & Moler, Inc. is vested solely in Masteller & Moler, Inc. These documents are provided to the owner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale, or other disposition of these documents by anyone is expressly prohibited without consent of Masteller & Moler, Inc. pursuant to the Federal Copyright Law." - FLORIDA ©2015, MASTELLER & MOLER, INC. EARL H. ebm Ne, �g 24f2 tS7 5 DRAWN l r f DESIGNED SH It" IX 1-0 rENS CHECKED EHM No. 26558 DATE OCT 2014 X Y �• •• SCALE NTS DRAWN SH �`dhAaa�3' 4'sy DESIGNED SH It" IX 1-0 rENS CHECKED EHM No. 26558 DATE OCT 2014 X Y �• •• SCALE NTS P.E. SHEET FL#26658 DWG NO 21 OF 21 1422 _.a--