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HomeMy WebLinkAbout2007 - (#27) Hyatt Assisted Living Site Plan FebruaryLOCATION MAP - N.T.S. VIUNI I Y MHr N.T.S. W. F. McCAIN & ASSOCIATES, INC. REVISIONS DATE B' 1 3 4 5 6 7 8 HYATT ASSISTED LIVING DESIGNED CJP DRAWN R.R. CHECKED CJP DATE 01-12-07 PROJECT# 07-104 v INAI AN�.:ASSISTED LIVING SITE PLAN I SECTION 20 SITE ZONING RM-8 FUTURE L.U. RESIDENTIAL 8 UNITS PER ACRE TOWNSHIP 31 S, RAI'4GE 39 E ENGINEER W. F. MCCAIN & ASSOCIATES, INC INNOVATIVE SOLUTIONS IN CIVIL AND ENVIRONMENTAL ENGINEERING SERVICES CERTIFICATE OF AUTHORIZATION NO.00008221 1171 19TH ST. VERO BEACH, FLORIDA 32960 PHONE (772)770-1093 SITE DATA ENGINEER GENERAL DESCRIPTION W. F. MCCAIN & ASSOC.,,NC. THE PROPOSED SITE PLAN CALLS FOR THE CONSTRUCTION 1171 19TH ST;`F ., OF A 25,918 S.F. ASSISTED LIVING FACILITY. THIS WILL BE A TWO OWNER VERO BEACH, FLORIDA 32960 STORY BUILDING NOT TO EXCEED 25 FT. IN HEIGHT. PHONE 772-770-1093 FAX 772-770-1508 FLOOD ZONE E SON HYATT JR. ER THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "X" NELSON HYATT N 3305 E. DERRY DR. BASE PER FEDERAL EMERGENCY MANAGEMENT AGENCY, 3305 E. DERRY DRIVE SEBASTIAN, FL., 32958 FLOOD INSURANCE RATE MAP Nt4MBER 12061CO079 F. MAP SEBASTIAN, FL. 32958 PHONE - 772-388-5002 INDEX DATE JULY 2, 1992. COMMUNITY PANEL 120119. PH: 772-388-5002 SURVEYOR PARKING DATA 56 BEDS@0.60 PER BED=33.6 PARKING SPACES = 34 SPACES PROFESSIONALSURVEYOR& MAPPER 1 SPACE PER 200 SF OFFICE SPACE=200 SF OFFICE =1 SPACE VERO BEACH, FL 32960 TOTAL SPACES = 35 SPACES ' PHONE- TRAFFIC DATA FAX- 56 BEDS@2.74=153.44 TRIPS/DAY = 153.44 TRIPS/DAY SITE ADDRESS TOTAL DAILY TRIPS = 153.44 TRIPS/DAY BARBER ST. AND BRISTOL ST. WASTEWATER DATA ZONING RM-8 CONNECT TO PROPOSED FORCE MAIN ON BARBER ST. NDEX OF DRAWINGS FUTURE LAND USE WATER SOURCE RESIDENTIAL-8 UNITS PER ACRE CONNECT TO EXISTING WATER MAIN ON BARBER ST. BUILDING HEIGHT 25' PROPOSED - 36 MAX STORMWATER 1. COVER SHEET SITE DATA CONSTRUCT ON -SITE RETENTION POND AND SWALES. SITE AREA = 63,060 SF =1.44 AC =100 % 2. EXISTING CONDITIONS PAVEMENT=17,005 SF = 0.39 AC = 26.96 % TAX PARCEL I.D. NO. BUILDING AREA=13,500 SF=0.31 AC = 21.41 % 0 31392000000700000007.0 3. SITE PLAN SIDEWALKS =1,025 SF = 0.02 AC =1.62 % 31392000000700000007.1 TOTAL IMPERVIOUS= 31,530 SF = 0.72 AC= 50.00 % % 6)V 31392900000100000002.0 4. PAVING, GRADING AND DRAINAGE PLAN TOTAL PERVIOUS = 31,530 SF= 0.72 AC = 50.00 SETBACKS ✓' PERMITS REQUIRED = 25 FT. CITY OF SEBASTIANPLAN APPROVAL 5. UTILITY PLAN SIR E� =15 FT. `� CITY OF SEBASTIAN SLAND CLEARING PERMIT REAR = 25 FT.'" • CITY OF SEBASTIAN STORMWATER PERMIT 6. LANDSCAPE PLAN DESIGN PARAMETERS CITY OF SEBASTIAN RIGHT-OF-WAY PERMIT MAXIMUM DENSITY = 8 UNITS PER ACRE CITY OF SEBASTIAN CONCURRENCY CERTIFICATE 7 LANDSCAPE PLAN MAXIMUM MINIMUM OPEN BUILDING CO 5°/ %GE=40% • CITY OF SEBASTIAN UTILITIES PERMIT • S.J.R.W.M.D. ENVIRONMENTAL RESOURCE PERMIT 8. CONSTRUCTION DETAILS MAXIMUM IMPERVIOUS SURFACE O o0� F.D.E.P. WASTEWATER COLLECTION PERMIT MINIMUM LOT SIZE=10,000 SF = 0.23 A.C. ��� 0" • F.D.E.P. WATER CONNECTION PERMIT M DETAILS �,.f MINIMUM LOT WIDTH=80 FT. F.D.E.P. NOTICE OF INTENT TO USE GENERIC PERMIT FOR 9. WATER SYSTE MINIMUM LOT DEPTH=100 FT. STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES MAXIMUM BUILDING HEIGHT = 35 FT. 10. SEWER SYSTEM DETAILS LANDSCAPEER PROJECT TIMETABLE BUFF START DATE: JUNE. 2007, COMPLETION DATE: JUNE. 2008. 11. WATER SYSTEM SPECIFICATIONS PERIMETER (ALL sIDEs)=,o Fr. 12. SANITARY SEWER SPECIFICATIONS NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE ENGINEER SHEET 1 OF 12 ENGINEER'S PROJECT NO. 07-104 z s r C C rw rM rUNL.tMAIN WATER MAIN W - CENTER LINE { E.O.P. ' STREET LIGHT ® SANITARY MANHOLE ® STORM MANHOLE FIRE HYDRANT ASSEMBLY I .. ® CATCH BASIN I --fl- R1-1 STOP SIGN I' ■� 24" WIDE WHITE STOP BAR DOUBLE WATER SERVICE -o SINGLE WATER SERVICE I. i DOUBLE SEWER SERVICE SINGLE SEWER SERVICE 22.60 PROPOSED ELEVATION iLiUL�J VEGETATION LINE w DEWATERING PLAN: 1. THE CONTRACTOR SHALL CLEAR AND GRUB THE STORMWATER POND AND ROADWAY AREAS, AND DISPOSE OF THE VEGETATIVE .DEBRIS PRIOR TO STARTING EXCAVATION. 2. THE CONTRACTOR SHALL EMPLOY EROSION AND SEDIMENTATION CONTROL MEASURES (AS APPLICABLE) PRIOR TO STARTING EXCAVATION. 3. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT AND/OR STORAGE OF EXCAVATED FILL WITH THE ENGINEER AND COUNTY INSPECTOR. 4. (STORMWATER MANAGEMENT POND) SHALL BE EXCAVATED USING A TEMPORARY SEDIMENTATION BASIN FOR DEWATERING DISCHARGE. 5. ALL DEWATERING DISCHARGE SHALL BE KEPT ON -SITE. CONTRACTOR SHALL ENLARGE THE SEDIMENTATION BASIN AS REQUIRED. 6. AFTER EXCAVATION OF THE POND THE CONTROL STRUCTURE SHALL BE PLUGGED AND THE POND SHALL BE USED AS A HOLDING POND TO CONTAIN CONSTRUCTION RUNOFF. 7. AS AN ALTERNATE THE CONTRACTOR MAY "WET DREDGE" THE STORMWATER POND WITHOUT DEWATERING. 8. PRIOR TO DEVIATING FROM THE DEWATERING PLAN THE CONTRACTOR MUST SUBMIT A REVISED PLAN TO THE ENGINEER, S.J.R.W.M.D. AND COUNTY FOR APPROVAL. 9. F DEWATERING DISCHARGE CANNOT BE KEPT ON -SITE THE CONTRACTOR SHALL CONTACT S.J.R.W.M.D. AT (321)984-4940 TO DETERMINE PERMITTING REQUIREMENTS AND SEDIMENTIATION/TURBIDITY CONTROLS. SITE SPECIFIC NOTES: 1. CONTRACTOR SHALL CONTACT THE INDIAN RIVER COUNTY ENVIRONMENTAL PLANNER AT 772-567-8000 EXT. 1215 PRIOR TO BEGINNING CLEARING ON SITE AND ARRANGE A MEETING TO REVIEW THE PROJECT REQUIREMENTS. 2. CLEAR ENTRANCE (S) AND. INSTALLS GRAVEL FOR A MINIMUM OF 50 FEET IN LENGTH AND 14 FEET IN WIDTH FOR A SINGLE LANE ENTRANCE. 3. BEGIN CLEARING PERIMETER OF THE SITE AND ANY UPLAND AND WETLANDS PRESERVATION AREAS AND INSTALL SILT FENCE AND TREE PROTECTIONS AS CLEARING BEGIN AND PROGRESSES. 4. FLAG AND MARK TREES TO BE PRESERVED AND CRITICAL ROOT ZONES ON THE SITE AND THE PLAN AND ENSURE CONTRACTORS AND CREWS ARE AWARE OF ALL SENSITIVE AREAS. 5. BEGIN CLEARING THE LOCATION (S) OF THE STORM WATER PONDS AND PROCEED WITH CLEARING OF THE INTERIOR OF THE SITE. STORM WATER MUST STAY ON SITE AND MUST BE DIRECTED TO THE STORM WATER PONDS AS CLEARING PROGRESSES THROUGH THE USE OF DIVERSION BERMS AND DRAINAGE PIPES AS REQUIRED 6. THE CONTRACTOR SHALL EMPLOY MEASURES TO REDUCE AND CONTROL DUST BLOWING OFF SITE WITH THE USE OF WATER TRUCKS, SOIL STABILIZERS AND EMULSIONS SPRAYED ONTO THE SOIL, AND OTHER MEANS SUCH AS TEMPORARY SEEDING OF GRASSES TO STABILIZE LOOSE SOIL. THESE MEASURES MUST BE APPLIED 24/7 WHENEVER CONDITIONS WARRANT THEIR USE. CODE ENFORCEMENT ON PROJECTS WITHIN INDIAN RIVER COUNTY WILL BE DAILY AND WEEKLY AND FINES WILL BE APPLIED TO PROJECT FOUND OUT OF COMPLIANCE WITH STORM WATER LAWS, EROSION AND SEDIMENT CONTROL BMP'S, AND OTHER SENSITIVE ENVIRONMENTAL ISSUES. 7. THE CONTRACTOR SHALL SUBMIT INFORMATION AS TO HOW POTENTIAL SOIL EROSION WILL BE CONTROLLED IN CONJUNCTION WITH LAND CLEARING 027.07(2) (B) (2)). BEST MANAGEMENT PRACTICES ARE TO BE USED, TO ELIMINATE OR REDUCE SOIL EROSION, THIS INCLUDES USING DEVICES SUCH AS HAY BALES, SILT SCREENS, OR BERMS. THESE DEVICES NEED TO BE PROPERLY INSTALLED, MAINTAINED, AND NEED TO REMAIN IN PLACE UNTIL THE SOIL SURFACE HAS STABILIZED. PLEASE SHOW A PLAN VIEW OF THE TYPE OF DEVICE(S) USED AND THEIR LOCATION, AND A CROSS -SECTIONAL VIEW SHOWING INSTALLATION, METHODS. PLEASE PROVIDE NOTES ON THE PLAN FOR INSTALLATION AND MAINTENANCE SCHEDULES. 8. BE ADVISED THAT THE EROSION CONTROL DEVICES MUST BE PROPERLY INSTALLED AND MAINTAINED. FAILURE TO DO SO CAN RESULT IN ENFORCEMENT ACTION BEING TAKEN. 9. ALL SEDIMENT LADEN WATER FROM ON -SITE CONSTRUCTION SHALL BE CONTAINED ON -SITE WITH TURBIDITY BARRIERS UPSTREAM OF OUTFALL PIPES. I I >- EROSION AND SEDIMENTATION CONTROL NOTES m w CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS Q SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. MINIMUM STANDARDS U 1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO 9 TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL 0) BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE. w 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY d TRANSPORTED FROM THE PROJECT SITE. co 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. r� 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS DIKES AND z O- a N N DIVERSIONS IMMEDIATELY AFTER INSTALLATION. IY CN 0I 7. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. w o ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. I- 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. U) 0 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE a w w PROVIDED. Q U U w 10. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL = w w w Q STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT w 9 = Q U SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR 0 0 U 0 co OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF w CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY c� NONERODIBLE COVER MATERIALS. > 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. U 14. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE z Z WATERCOURSE IS COMPLETED. _ Z 15. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO z ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL N BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL il.l Cl 0 w z MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. o rn 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN - z z M ADDITION TO OTHER APPLICABLE CRITERIA: O w z w Q C)00 `T A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. �i 0 w 0 Lo O z F o o B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. , w o C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED > cp _j SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT Z o = ti N Q FLOWING STREAMS OR OFF -SITE PROPERTY. o = v ti D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. rn otf z ¢ U w 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE ti w MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, WHERE r- 0 Z 5;0 m = SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD Z 0 a SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE V U ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. w 0 LL ) STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS z PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTRIBUTING I- U ACTIVITIES. D 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS (1) AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE > OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY > MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. Q 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM 0 SEDIMENT DISPOSITION AND EROSION. z 20. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. z 21. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 22. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. 23. TURBIDITY BARRIERS SHALL BE USED ALONG THE SHORE OF THE EXISTING LAKE WHEREVER FILLING AND / OR GRADING IS TO OCCUR. 24. ALL DISTURBED AREAS WITHIN THE COUNTY ROAD RIGHT-OF-WAY SHALL MAINTAIN EROSION AND STABILIZE WITH SOD WITHIN 3 DAYS OF FINAL GRADING. NOTE: STORMWATER POLLUTION PREVENTION PLAN IS BASED ON A SURVEY BY DAVID M. JONES P.S.M. INC. PROFESSIONAL SURVEYOR & MAPPER DATED FEB 5 , 2003. TOE OF SODDED SLO FABRIC BACKFILL DIRECTION OF FLOW ft 4" DEEP TRENCH 1 " 4" TOE IN FqplFr LAP _n DIRECTION OF FLOW SILT -BARRIER /-(FABRIC FENCE) 1 PERIMETER EROSION AND SEDIMENT CONTROL GRADE NOTES: 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE EOgNI�T�OgADJACENT gPROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE VEGETATION IS ESTABLISHEDTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT. 1 FABRIC FENCE SILT -BARRIER N.T.S. 29 CONSTRUCT COMPACTED SOD (TYP.) EXISTING GRADE EARTHEN BERM (TYP.) DHWL Q -_ 3 �r 1 z (0 O � Z Q J Z a z W 0 /0r� L.J W Lu Q z W S� N O w V Q Z > O J ILL W Z O U Z a Q 0 _ Z ' Ir-"N TYPICAL SECTION TEMPORARY SEDIMENTATION BASIN N72' 16'�8 2 N.T.S. SHEET 7g 48, 10 20 0 10 20 40 1 48 HOURS BEFORE DIGGING �F CALL TOLL FREE IN FEET) 1 (800) 432-4770 WV 12 / 1 inch = 20 M SUNSHINE STATE ONE CALL CHRISTOP R . PONTELLO, PE FL# 55544 PROJECT No OF FLORIDA DATE: FEB o 2 2007 © COPYRIGHT 2007 W.F. McCNF! do ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY REM AND WAY NOT BE RfPR'OOiUCF.'D IN ANY R1[Y WITHOUT THE WRRTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IFANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 81G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRINGEMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE tNiEGRTiY OF THE ENGINEERING DESIGN. 07-104 - 1 j3ARBER 23.75 24" STOP BAR - -N89 30 59" E_ 87 r? W/STOP SIGN R1-1 95.05 [ R==5 �o-� l� A=13" 43103 \1-3 R�3S' 3° n cNn tom} rn R�56•iB t 2�' 14 2 LA i '0 i N 89"30'59" E 70.02' _ _ - -_--- 24" ST R-\ I _ _ - - �S• W/_STBP" SIGN 0' 1 00 2 Cr R=3' t R N 5' + 1 0 I r } VQ_ 9. 3 Ito r7 �ii I + \ , W Z 2 h STOP B _5,\�� 0 6Sd.� �/ 70, I W'STOP `SIG�1 R \\ o + 6 PROPOSED ' WOODEN FENCE (TYP.) o/ OV 0 LEGEND - - --- R.O.W. EASEMENT BUILDING SETBACK sw sw► STORM PIPE SS GRAVITY SEWER Fm Fm FORCEMAIN W WATER MAIN - CENTER LINE E.O.P. p STREET LIGHT ® SANITARY MANHOLE ® STORM MANHOLE FIRE HYDRANT ASSEMBLY ® CATCH BASIN -9-- R1-1 STOP SIGN 24" WIDE WHITE STOP BAR DOUBLE WATER SERVICE -fl SINGLE WATER SERVICE DOUBLE SEWER SERVICE ,--� SINGLE SEWER SERVICE 22.60 PROPOSED ELEVATION VEGETATION LINE i GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIONS OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF SEBASTAIN, FLORIDA. 7. BOUNDARY AND TOPOGRAPHICAL INFORMATION PREPARED BY P.S.M.FLORIDA LICENCE NUMBER LS _ DATED . ALL ELEVATIONS ARE PER BENCHMARK REFERENCED ON THIS SURVEY. 8. REFER TO SOIL REPORTS PREPARED BY ENGINEERING AND TESTING, INC. DATED FOR EXISTIN_G SOIL CONDITIONS. 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB GRADE AND BASE. TESTS SHALL BE PREPARED PER AASHO T-180 METHOD. 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. 11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. 12. CONCRETE PAVEMENT ALTERATIONS SHALL BE PROVIDED WITH CONTRACTION JOINTS (20' MAXIMUM SPACING) WITH 1-1/2- DEPTH. 13. CONCRETE PAVEMENT ALTERATIONS SHALL BE PROVIDED WITH A PIGMENTED LIQUID MEMBRANE CURING COMPOUND CONFORMING TO THE REQUIREMENTS OF ASTM DESIGNATION (309). 14. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M.U.T.C.D STANDARDS. 15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION-, DATED 2000. 16. ALL PARKING SPACE MARKINGS, WITH THE EXCEPTION OF THE HANDICAP PARKING SPACES SHALL BE MARKED IN WHITE RETRO-REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION-, DATED 2000, SECTION 710. 17. ALL HANDICAP PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS INDEX NO. 17346 18. ALL PARKING STRIPES WITH THE EXCEPTION OF HANDICAPPED SPACES SHALL BE 6" WIDE, WHITE REFLECTIVE TRAFFIC PAINT. 19. ALL COMPACT SPACES SHALL MARKED "COMPACT" ON THE STALL OR TIRE STOP. 20. ALL TREES PRESERVED IN AREAS WHICH SHALL BE FILLED MORE THAN 6" SHALL BE PROTECTED BY A TREE WELL. 21. ALL HDPE IS TO BE ADS N-12 OR EQUAL. Legal Description Commencing at the southeast comer of section 20, township 31 south, range 39 east, Indian River County, Florida Thence south 89 degrees 29' 52" west for 2,646.6 4 feet along the south line of said / section to the east right-of-way line of Bristol Street as shown on the plat of Sebastian Highlands, unit 17 as recorded in plat book 8, page 46, public records of Indian River County, Florida,thence north 00 degrees 31' 44"west. Along said Bristol Streetfor 1&85 feet to the point of beginning, also being the northwest comer of lot 86, Park Place plat 1 as recorded in plat book 14, page 95, Indian River County, Florida thence north 00 degrees 31' 44' west for 327.63 feet to the south right-of-way of barber Street as recorded in plat book 14, page 97, Indian River County, Florida thence along said barber Street right-of-way north 89 degrees 30' 59" east for 70.02 feet to a ra dial curve concave to the north having a radius of 556.87 feet, an arc length of 21634 feet. A central angle of 21 degrees 27' 14" having achord bearing of north 78 degrees 47' 22" east and a chord distance of 207.30 feet to the northwest comer of lot 94 of said Park Place - plat 1, thence on a non tangent line south 39 degrees 55' 04"west, for 59.82 feet to a nonradial curve concave to the southeast , having a radius of 750.00 feet, an arc length of 423.47 feet. A delta of 32 degrees 21' 04" and having a chord bearing of south 33 degrees 54' 25" east, a chord length of 417.87 feet: thence on a non tangent line north 72 degrees 16' 08" west for 79.48 feet to the place and point of beginning. Containing 1.45 acres more or less. ENGINEER GENERAL DESCRIPTION W. F. MCCAIN & ASSOC., INC. THE PROPOSED SITE PLAN CALLS FOR THE CONSTRUCTION 1171 19TH ST OF A 25,918 S.F. ASSISTED LIVING FACILITY. THIS WILL BE A TWO VERO BEACH, FLORIDA 32960 STORY BUILDING NOT TO EXCEED 25 FT. IN HEIGHT. PHONE 772-770-1093 FAX 772-770-1508 FLOOD ZONE OWNER THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "X" NELSON HYATT JR. BASE PER FEDERAL EMERGENCY MANAGEMENT AGENCY, 3305 E. DERRY DR. FLOOD INSURANCE RATE MAP NUMBER 12061CO079 F. MAP PHONE - 772-388-5002 SEBASTIAN, INDEX DATE JULY 2, 1992. COMMUNITY PANEL 120119. 002 - SURVEYOR PARKING DATA V� 56 BEDS@0.60 R R BED=33.6 PARKING SPACES = 34 SPACES J U r` 0 N n co o a a w Z C9 W Z �: Y U w � U 0 0 N U(U!I) ZZ Uj W C) o }- W o ((0 a � z (N (� W z w Q o 0 w 2 A ^O Q W ti N otf zQ w ZJor-m0 Q O a UZ� � w U COP > LL- =) J O w Z J a W W PROFESSIONAL SURVEYOR & MAPPER 1 SPACE PER 200 SF OFFIC SPACE=200 SF OFFICE --1 SCE VERO BEACH, FL 32960 = Ar PHONE- I TRAFFIC DATA �) \ " ✓ FAX- 56 BEDS@2.74=153.44 TRIPS/DAY = 153.44'TFZfP'S/DAY - ( I 3• // q�j� / / SITE ADDRESS TOTAL DAILY TRIPS = 153.44 TRIPS/DAY ° BARBER ST. AND BRISTOL ST. WASTEWATER DATA ZONING M\• / V1 r RM-8 CONNECT TO PROPOSED FORCE MAIN ON BARBER ST. FUTURE � - 74� } '� LAND USE pWATER SOURCE .�: Q RESIDENTIAL-8 UNITS PER ACRE ♦♦nn Z CONNECT TO EXISTING WATER MAIN ON BARBER ST. V Q BUILDING HEIGHT 0 f 000, �-- � � d�� � �" � 25 PROPOSED - 35' MAX / STORMWATER 7? 00, /, �(� SITE DATA CONSTRUCT ON -SITE RETENTION POND AND SWALES. 0 9�•' - 6� cd b�+�'� SITE AREA = 63,060 SF = 1.44 AC = 100 PAVEMENT = 17,005 SF = 0.39 AC = 26.96 % TAX PARCEL I.D. NO. R�0 + / BUILDING AREA = 13,500 SF=0.31 AC = 21.41 % k4j' 31392000000700000007.0 0 / N-�- )i SIDEWALKS =1,025 SF = 0.02 AC = 1.62 % 31392000000700000007.1 W / � � TOTAL IMPERVIOUS= 31,530 SF = 0.72 AC= 50.00 31392900000100000002.0 � Z ,r �� `'� TOTAL PERVIOUS = 31,530 SF= 0.72 AC = 50.00 SETBACKS PERMITS REQUIRED FRONT 25 FT. CITY OF SEBASTIAN SITE PLAN APPROVAL SIDE = V� 15 FT. • CITY OF SEBASTIAN LAND CLEARING PERMIT W / 7 REAR = 25 FT. CITY OF SEBASTIAN STORMWATER PERMIT Q DESIGN PARAMETERS CITY OF SEBASTIAN RIGHT-OF-WAY PERMIT (' MAXIMUM DENSITY = 8 UNITS PER ACRE • CITY OF SEBASTIAN CONCURRENCY CERTIFICATE MAXIMUM BUILDING COVERAGE=40% CITY OF SEBASTIAN I - Z I � / � N UTILITIES PERMIT MINIMUM OPEN SPACE=55% Y S.J.R.W.M.D. ENVIRONMENTAL RESOURCE PERMIT Q Q / MAXIMUM IMPERVIOUS SURFACE=50% �G F.D.E.P. WASTEWATER COLLECTION PERMIT 0 } MINIMUM LOT SIZE=10,000 SF = 0.23 AC. F.D.E.P. WATER CONNECTION PERMIT _ Z I I / MINIMUM LOT WIDTH=80 FT. F.D.E.P. NOTICE OF INTENT TO USE GENERIC PERMIT FOR \ MINIMUM LOT DEPTH=100 FT. STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES j MAXIMUM BUILDING HEIGHT = 35 FT. PROJECT TIMETABLE x J / LANDSCAPE BUFFER START DATE: JUNE. 2007, COMPLETIO TE: JUNE. 2008. \k� 20 0 10 20 40 PERIMETER (ALL SIDES)=10 FT. N x x SHEET 72.16 • IN FEET Og�x\ ( ) ' 1 inch = 20 ft 3 ,9.48' \Ir 48 HOURS BEFORE DIGGING 1 CALL TOLL FREE OF 1 2 1 SUNSHINE STATE ONE CHRISTOPHER PONTELLO PE FL# 55544 SUNSHINE STATE ONE CALL , PROJECT No OF FLORIDA DATE: FEB ® 2 2007 07-104 0 COPYRIGHT 2007 W.F. M°CIUN do ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FILE 15 PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUTCHANGES THE WRITTEN PERMISSION OF THE ENGINEER. TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER: IF ANOTHER PROFESSCNAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 611315-27 FAC. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRINGEMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. ® COPYRIGHT 2007 M .F. *AcCAIN & ! j EROSION AND SEDIMENTATION CONTROL NOTES CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH ?' MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS jj SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF I FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL j PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF + . WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. j MINIMUM STANDARDS mm ?' 1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE. `r 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE OMATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT A I SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. is 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS S Il AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE i. APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN �� ��• UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT j{ ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. I 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH 11 SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND '/ PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. j 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 7. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR: OTHER PROTECTION SHALL BE PROVIDED. 10. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 11. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. 15. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. i D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. C z 0 U) w IY J � � a. U 0 N � N =I w co a a = w z C9 w z w 0 = w Q Ill U o 0 0 U) U(0 0 Z z — w _ Lu CO F-w$ Q�z rn �� (�wzw Q o o O� O z p w-, LO o l � �0Np 'U'^) ILL� < z O ul = N = v n pZ5 a z� �Uw" Z a -'O.-w0 Q > vIw- 0a- UzL ir w U z LL > 2° Lu J Li O w a 0 z z 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, WHERE O / SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD Z I I I �Q� h.• SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE / ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. / ^hry^)*,\ ^O STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS Z �� ,� PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTRIBUTING (29 J ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS D- / p / AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE 0 w Q OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY z (D MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. > Q / 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM Q z SEDIMENT DISPOSITION AND EROSION. a, 20. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. / PROPOSED SILT FENCE (TYP.) 21. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS 1N INDEX NOS. 101, / 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. Q 0 / 22. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA / / 0 23. D TURBIDIUE TO TITE Y SPECIFIC CONDITIONS. ALONG T Z z / BARRIERS SHALL BE USED HE SHORE OF THE EXISTING LAKE WHEREVER FILLING AND OR GRADING IS TO OCCUR. Q / 24. ALL DISTURBED AREAS WITHIN THE COUNTY ROAD RIGHT-OF-WAY SHALL MAINTAIN EROSION AND STABILIZE -� WITH SOD WITHIN 3 DAYS OF FINAL GRADING. / CIL LEG EN D � I I - - R.O.W. EASEMENT I. o ( ~ BUILDING SETBACK Q sw Sw STORM PIPE Z Q Z I I SS ---�--GRAVITY SEWER FM FIA FORCEMAIN > O W WATER MAIN J LL _ - CENTER LINE E.O.P. W / p STREET LIGHT / p ® SANITARY MANHOLEco O ® STORM MANHOLE V FIRE HYDRANT ASSEMBLY co CATCH BASIN W R1-1 STOP SIGN Q 24" WIDE WHITE STOP BAR z DOUBLE WATER SERVICE Q Q —� SINGLE WATER SERVICE 20 0 10 20 40 = Z DOUBLE SEWER SERVICE ( ) —� SINGLE SEWER SERVICE IN FEET J / 1 IN = 20 22.60 PROPOSED ELEVATION SHEET N72•16,08 VEGETATION LINE4 14, 48 HOURS BEFORE DIGGING OF CALL TOLL FREE ` 1 SUNSHINE 4TATEO 0 CHRISTOPHE PONTELLO, PE FL# 55544 / SUNSHINE STATE ONE CALL DATE: ®� ZOOZ PROJECT NO OF FLORIDA 07-104 OMMON lAW COPY RlG1iTS /4D IY1Y NOT BE REPRODUCED IN ANY MAY WMICt1f THE IN WRITTEN PERMISSION OF THE DONEER. CHANGES TO THE DRAWGS YAY ONLY BE MADE BY THE MNEFR: IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. OTHER CHANGES SHALL BE CONSTRUED AS AN INFRINGEMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE IKrEGRTTY OF THE ENGINEERING DESIGN. SSOCAITES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY C i GJ Vv / ��/ 8"0 WATERMAIN ER A R B _ LANDSCAPE REQUIREMENTS 10' CONTINUOUS BUFFER STRIP ALONG THE R.O.W. AND PERIMETER / TREES REQUIREMENTS TYPE "B" BUFFER ALONG R.O.W. / MULTI —FAMILY DEVELOPMENT ABUTTING SINGLE FAMILY RESIDENTIAL PERIMETER 1 TREE PER 25' R.O.W. PERIMETER 1 TREE PER 25' / OPEN SPACE 1 TREE PER 2,000 S.F. SHRUB REQUIREMENTS PERIMETER �- CONTINUOUS 3' HEDGE ALONG WITH GROUND COVER IN ADDITION 1 SHRUB PER 6' INTERIOR REQUIREMENTS 15 SF PER PARKING SPACE WITH A MINIMUM OF 50 SF WITH 1 TREE PER 5 PARKING SPACES AND 1 TREE PER 2,000 SF 0�3 OPEN SPACE (� NORTH PERIMETER S� RM-8 ZONING MULTI —FAMILY 279'-24=255 LF TYPE "B" BUFFER W/ 3' OPAQUE FEATURE ' 10' BUFFER WITH I _ + 11 CANOPY TREES 43 SHRUBS AND A CONTINUOUS HEDGE ® 3' NORTHEAST PERIMETER RM-8 ZONING MULTI —FAMILY DEVELOPMENT ABBUTING SINGLE FAMILY 60' LF 10' BUFFER WITH 3 CANOPY TREES LEGEND — — R.O.W. EASEMENT BUILDING SETBACK sw sw STORM PIPE SS GRAVITY SEWER FM Fu FORCEMAIN W WATER MAIN — CENTER LINE E.O.P. p STREET LIGHT ® SANITARY MANHOLE ® STORM MANHOLE FIRE HYDRANT ASSEMBLY Z Za a r` N N w o C0 a _ w Z Z o Y w Lu Lu Q ® CATCH = ¢ 10 SHRUBS AND A CONTINUOUS HEDGE ®3' WITH A 5' FENCE BASIN w 0o to 0 o co R1-1 STOP SIGN SOUTHEAST PERIMETER 24" WIDE WHITE STOP BAR RM-8 ZONING MULTI -FAMILY DEVELOPMENT ABBUTING SINGLE FAMILY 424' LF DOUBLE WATER SERVICE 1a BUFFER WITH TH i 17 CANOPY TREES --0 SINGLE WATER SERVICE w 71 SHRUBS AND A CONTINUOUS HEDGE ® 3' WITH A 5' FENCE DOUBLE SEWER SERVICE / SOUTHWEST PERIMETER RM-8 ZONING MULTI -FAMILY DEVELOPMENT ABBUTING SINGLE FAMILY �� SINGLE SEWER SERVICE Z 80' LF — w w 10' BUFFER WITH 22.60 PROPOSED ELEVATION (n co 4 CANOPY TREE W w C8 14 SHRUBS AND A CONTINUOUS HEDGE ® 3' WITH A 5' FENCE `L�i VEGETATION LINE Q �o C M ui J Z z rn (� wz w¢o000 / WEST PERIMETER o w oto RM-8 ZONING MULTI -FAMILY 0 CD Z O CD d / 328-24=304 LF TYPE B BUFFER W/ 3 OPAQUE FEATURE Cl)> w -1 c i ti w 10' BUFFER WITH Q o ? _04 13 CANOPY TREES 06 a ¢ Q z �. 51 SHRUBS AND A CONTINUOUS HEDGE ®` 3' Z > a w O Im v w INTERIOR Q z U w °' / 15SFx35SPACES =525SF vzE > PROVIDED IN (8) ISLANDS = 2,327 SF ° W 35 SPACES = 7 TREESILLo PROVIDED 29 TREES > i i 0 � � f / 3 PROPOSED 5' WOODEN FENCE (TYP.) I � I I r o5�hr / ah lz LANDSCAPE LEGEND _ QUANTITY SYMBOL DESCRIPTION SIZE AT PLANTING 124 ORNAMENTAL GRASS EACH \MISCANTHUS _SINENSIS 'GRAZIELLA' 189 AZALEA, FLORIDA\RHODODENDRON AOSTRINUM 1 GALLON 96 DIANA HIBISCUS\HIBISCUS SYRIACUS 'DIANA' 1 GALLON 204 + VIBURNUM, SANDANKWA\VIBURNUM SUSPENSUM 24" HIGH AT PLANTING 27 CABBAGE PALM\SABAL PALMETTO MIN 10' CLEAR TRUNK 24 OAK, SOUTHERN LIVE\QUERCUS VIRGINIANA MIN 12' HIGH AND 2X"DIA. ,+ @ 4Y2 ' ABOVE GROUND LEVEL 26 MAGNOLIA, SOUTHERN\MAGNOLIA GRANDIFLORA . MIN 12' HIGHAND 2X"DIA.® 4Y2 ' ABOVE GROUND LEVEL 00ip v / NOTE: SOD ALL. REMAINING OPEN SPACE WITH BAHIA SOD INCLUDING ALL SIDE SLOPES OF RETENTION PONDS J LL W j Irmi � O !- 20 0 10 20 40 _ z L ( IN FEET ) � � } - 1 inc — � � � J / h — ft. x 20 x N7 x SHEET 2 16 / 48 HOURS BEFORE DIGGING OF CALL TOLL FREE 12 1 (800) 432-4770 suNSHwESTATEONECALL CHRISTOPHER PONTELLO, PE FL# 55544 PROJECT No OF FLORIDA DATE: FEB ® 2 200 *CIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RfGFiTS AND WAY NOT BEREPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; F ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 81G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRU07-104 ED AS AN INFRINGEMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. , i NOTES: 1. ALL LANDSCAPE MATERIAL SHALL CONFORM TO INDIAN RIVER COUNTY CODE. 2. ALL PLANTINGS SHALL BE FOR A NUMBER ONE OR BETTER FOR INDIAN RIVER COUNTY CODE. 3. A MINIMUM OF 50% OF THE TOTAL CUMULATIVE LANDSCAPE PLANT MATERIAL USED TO MEET THE PROVISIONS BY I.R.C. CODE SHALL BE MODERATELY OR VERY DROUGHT TOLERANT AS CLASSIFIED AND LISTED IN MOST RECENT ADDITION OF THE "SOUTH FLORIDA WATER MANAGEMENT DISTRICT XERISCAPE PLANT GUIDE" OR A COMPARABLE PUBLICATION. 4. ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE MUST BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT 5. CONTRACTOR IS TO SUBMIT TO ENGINEERING AND COUNTY PLANNING FOR APPROVAL THE METHODOLOGY USED TO LOCATE THE AREAS OF ROOTS FOR EACH EXISTING TREE THAT IS TO REMAIN ON SITE CONCURRENTLY WITH A PLAN THAT MINIMIZES IMPACTS ACCORDINGLY FROM A CERTIFIED ARBORIST STATING THAT THE IMPACT WILL NOT KILL OR DAMAGE THE TREE. 6. NO TREE, SHRUBS OR HEDGES SHALL BE PLANTED WITHIN 5 FT. OF ANY EXISTING OR PROPOSED UTILITY POLE, GUY WIRE OR PAD MOUNTED TRANSFORMER. 7. FOR EXISTING OR PROPOSED UTILITIES, NO TREE SHALL BE PLANTED THAT COULD AT MATURE HEIGHT CONFLICT WITH OVERHEAD POWER LINES. A HORIZONTAL DISTANCE OF THIRTY (30) FEET OF AN OVERHEAD ELECTRICAL TRANSMISSION OR DISTRIBUTION LINE (NOT A SERVICE LINE), THE DISTANCE FROM THE ESTIMATED MATURE TREE CANOPY EDGE TO THE WIRE SHALL BE AT LEAST 10FT. 8. ALL LANDSCAPE MATERIAL THAT IS IN SHOCK AT THE TIME OF THE SITE INSPECTION WILL BE REPLACED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 9. ALL NATIVE UPLAND VEGETATION CONTRIBUTING TO THE STABILIZATION OF BANKS OR EXISTING CANALS, DITCHES, OR NATURAL WATERCOURSES MUST BE RETAINED. 10.CONTRACTOR SHALL PROVIDE IRRIGATION FOR ALL NEWLY PLANTED VEGETATION UNTIL SUCH TIME AS VEGETATION IS ESTABLISHED OR ON SITE IRRIGATION IS FUNCTIONAL. 11. METHOD OF ON SITE IRRIGATION SHALL BE SPRAY TYPE. 12. INVASIVE PLANTS REMOVED FROM UPLAND PRESERVATION AREAS SHALL BE SAW -CUT AND THE STUMPS TREATED WITH GARLON OR OTHER APPROVED HERBICIDE. REQUIREMENTS: TREES CANOPY TREES. 1. CANOPY TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN FIFTEEN (15) FEET (UNDER LOCAL CLIMATIC CONDITIONS) AND HAVING A TRUNK(S) WITH OVER FIVE (5) FEET OF CLEAR WOOD. "CLEAR WOOD" REFERS TO THAT PORTION OF THE TRUNK BETWEEN THE GROUND AND THE LOWEST LATERAL LIMBS. 2. INSTALLED CANOPY TREES SHALL BE CONSIDERED "MATURE" SEVEN (7) YEARS AFTER INSTALLATION. 3. CLUSTERS OF PALMS CAN BE USED AS A CANOPY TREE PROVIDED THAT A MINIMUM OF THREE (3) PALMS ARE CLUSTERED TO EQUAL ONE (1) CANOPY TREE. HOWEVER, THE THREE (3) TO ONE (1) CLUSTERING REQUIREMENT CAN BE REDUCED OR ELIMINATED BY THE COMMUNITY DEVELOPMENT DIRECTOR OR HIS DESIGNEE FOR PALMS WITH LARGE CANOPIES, TREES SUCH AS CANARY ISLAND DATE PALMS. 4. TREES HAVING AN AVERAGE MATURE SPREAD OF CROWN LESS THAN FIFTEEN (15) FEET MAY BE SUBSTITUTED BY GROUPING THE SAME SO AS TO CREATE THE EQUIVALENT OF A FIFTEEN -FOOT CROWN SPREAD. 5. PALM CLUSTERS SHALL BE CONSIDERED TREES. PALMS, IF USED, SHALL CONSIST OF NO MORE THAN FIFTY (50) PERCENT OF THE TOTAL NEW TREE REQUIREMENT WHEN SAID PALMS ARE EXISTING ON THE SITE OR ARE RELOCATED ON THE SAME SITE. 6. REQUIRED CANOPY TREES SHALL BE A MINIMUM OF TEN (10) FEET OVERALL IN HEIGHT AND TWO (2) INCH DIAMETER AT 0.5 FEET ABOVE GRADE, AT THE TIME OF PLANTING, EXCEPT AS FOLLOWS: WITHIN THE WABASSO AND SR 60 CORRIDOR AREAS, REQUIRED CANOPY TREES SHALL BE A MINIMUM OF TWELVE (12) FEET OVERALL IN HEIGHT, MINIMUM TWO (2) INCH DIAMETER AT 0.5 FEET ABOVE GRADE, AND SIX FEET MINIMUM SPREAD AT THE TIME OF PLANTING. WHEN PALM CLUSTERS ARE USED. THE TEN -FOOT AND TWELVE -FOOT MINIMUM SHALL BE PROVIDED AS CLEAR WOOD, RATHER THAN AN OVERALL TREE HEIGHT. UNDERSTORY TREES 1. REQUIRED UNDERSTORY TREES SHALL BE A MINIMUM OF FIVE (5) FEET OVERALL IN HEIGHT AND ONE (1) INCH DIAMETER AT 0.5 FEET ABOVE GRADE, AT THE TIME OF PLANTING. MULTI -TRUNK TREES SHALL HAVE A ONE -INCH CALIPER FOR ALL TRUNKS AT SIX (6) INCHES ABOVE GRADE. SHRUBS AND HEDGES 1. SHRUBS SHALL BE A MINIMUM OF EIGHTEEN (18) INCHES IN HEIGHT WHEN MEASURED IMMEDIATELY AFTER PLANTING. 2. HEDGES, WHERE REQUIRED, SHALL BE PLANTED AND MAINTAINED SO AS TO FORM A CONTINUOUS, UNBROKEN, SOLID SCREEN WITHIN A MAXIMUM OF TWO (2) YEARS AFTER TIME OF PLANTING. THE NUMBER OF DIFFERENT SPECIES OF TREES OTHER THAN PALM'S SHALL BE AS FOLLOWS REQUIRED NUMBER MINIMUM OF TREES NUMBER OF SPECIES 2-10 2 11-20 3 21.30* 4 31-40 5 41- OVER 6 LANDSCAPE POINT SYSTEM NOTWITHSTANDING THE OTHER PROVISIONS OF THIS CHAPTER, EACH LANDSCAPE PLAN MUST SATISFY A MINIMUM OF THIRTY (30) POINTS FROM THE FOLLOWING LIST OF OPTIONS: IRRIGATION SYSTEM: 1. MOISTURE SENSING CONTROLLER = 5 POINTS 2. PLAN SUBMITTED WITH LOW, MODERATE AND HIGH WATER USAGE ZONES INDICATED = 5 POINTS SHRUBS: 1. TWENTY-FIVE (25) TO FIFTY (50) PERCENT OF TOTAL QUANTITY OF PLANTS RATED "VERY DROUGHT TOLERANT" = 5 POINTS 2. FIFTY-ONE (51) TO ONE HUNDRED (100) PERCENT OF TOTAL QUANTITY OF PLANTS RATED "VERY DROUGHT TOLERANT" = 10 POINTS TREES: 1. TWENTY-FIVE (25) TO FIFTY (50) PERCENT OF THE TOTAL QUANTITY OF TREES RATED VERY DROUGHT TOLERANT" = 5 POINTS 2. FIFTY-ONE (51) TO ONE. HUNDRED (100) PERCENT OF THE TOTAL QUANTITY OF TREES RATED "VERY DROUGHT TOLERANT" = 10 POINTS EXTRA SHADE/CANOPY TREES IN VEHICULAR USE AREAS: 1. TWENTY (20) PERCENT MORE THAN REQUIRED = 5 POINTS 2. FORTY (40) PERCENT MORE THAN REQUIRED = 10 POINTS SOD/GRASS AREAS: 1. SOD/GRASS AREA LESS THAN SIXTY (60) PERCENT OF LANDSCAPE AREA. = 5 POINTS FLORIDA NATIVE LANDSCAPE: 2. ONE HUNDRED (100) PERCENT OF LANDSCAPE AREA IS PRESERVED OR RE-ESTABLISHED FLORIDA NATIVE VEGETATION. PLAN MUST INCLUDE TREES, UNDERSTORY, AND GROUNDCOVER WITH A MAXIMUM OF FIFTY (50) PERCENT OF SITE SODDED/ GRASSED = 30 POINTS 3. SEVENTY-FIVE (75) TO NINETY-NINE (99) PERCENT OF LANDSCAPE AREA IS PRESERVED OR RE-ESTABLISHED FLORIDA NATIVE VEGETATION. PLAN MUST INCLUDE TREES, UNDERSTORY, AND GROUNDCOVER WITH A MAXIMUM OF FIFTY (50) PERCENT OF SITE SODDED/GRASSED = 15 POINTS FINISHED GRADE BLOCK OR FILL UNDISTURBED EXISTING GRADE J NOTE: WHERE PAVEMENT IS PLACED WITHIN THE ROOT ZONE/DRIP LINE, FLOWABLE FILL PER FDOT SPECS SHALL BE USED IN LIEU OF COMPACTED EARTHEN FILL. TREE WELL DETAIL UNDERSTORY TREE N.T.S. CANOPY TREES SOD o Q' ►�• 0�'p ao tip n• e • . 0 . •0. o p •c 0 P Q Quo •� • Q �� D 3HIGH HEDGE f a ° °D o� •� ; eDo ° o ; eye o D I -d /d//\U/ EXISTING GRADE 10' TYPICAL LANDSCAPE BUFFER TYPE "B" TREE PROTECTION NOTES: I 1. ALL TREES RETAINED ON A SITE SHALL E PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION A IVITIES. 2. UNDERGROUND UTILITIY LINES SHALL B ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WH RE ABLE. 3. INSTALLATION OF FENCES AND WALLS ALL TAKE INTO CONSIDERATION THE CRITICAL ROOT ZONE OF EXISTING THE . 4. FENCE/BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP OF TREES TO. BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. 8D ONS STRING W/ GGED RIBBON ONTINOUS AROUND RIER 2 ROWS EXISTING TREE TRUNK DIAMETER VARIES PLAN VIEW MASONS STRING W/ FLAGGED RIBBON CONTINOUS AROUND BARRIER 2 ROWS I 6'-2X2'S 4' O.C. PLACED AT TREE DRIP LINE, EDGE OF EXISTING PAVEMENT, OR AT THE LIMITS OF THE CRITICAL ROOT ZONE AS DEEMED NECESSARY FOR THE PROTECTION OF THE PRESERVED TREE. I TREE PROTECTION BARRIER N.T.S. EXISTING TREE TRUNK DIAMETER VARIES ELEVATI O N 11 DETERMINATION. OF . CRITICAL ROOT ZONE. THE CRITICAL ROOT ZONE (CRZ) IS AN AREA AROUND A TREE THAT IS REGULATED BY THE INDIAN RIVER COUNTY LAND DEVELOPMENT REGULATIONS FOR THE PURPOSE OF PROTECTING THE ROOTS AND TRUNK OF A PROTECTED TREE OR A SPECIMEN TREE, BOTH DURING AND AFTER CONSTRUCTION. IT IS A CIRCULAR AREA USING A RADIUS MEASURED FROM THE CENTER OF THE TREE. THE RADIUS IS CALCULATED AS ONE (1) FOOT OF RADIUS FOR EACH ONE (1) INCH OF DIAMETER AT BREAST HEIGHT (4.5 FEET ABOVE GRADE). FOR ANY FRACTION OF A FOOT OVER A WHOLE FOOT, THE DIAMETER AT BREAST HEIGHT WILL BE ROUNDED UP TO THE NEXT WHOLE NUMBER. EXAMPLE: A TREE HAS A DIAMETER AT BREAST HEIGHT OF TWENTY-ONE AND ONE -QUARTER (21 1/4) INCHES; THE CRZ IS A CIRCLE, CENTERED ON THE CENTER OF THE TREE, WITH A RADIUS OF TWENTY-TWO (22) FEET. IN NO EVENT SHALL THE CRZ BE LESS THAN AN AREA MEASURED FIVE (5) FEET RADIALLY FROM THE CENTER OF THE TREE AT ITS BASE UNLESS EXPRESSLY DETERMINED BY THE ENVIRONMENTAL PLANNER THAT A SMALLER SPECIFIED CRZ MAY BE ESTABLISHED. A TREE WELL DESIGN SHALL BE REQUIRED AS APPROPRIATE IN CASES WHEN THE PLACEMENT OF FILL THREATENS THE VIABILITY OF A PROTECTED TREE OR SPECIMEN TREE TO BE PRESERVED. 12" 24" 4" Z 24' 6'-2X2'S 4' O.C. PLACED AT TREE DRIP LINE, EDGE OF EXISTING PAVEMENT, OR AT THE LIMITS OF THE CRITICAL ROOT ZONE AS DEEMED NECESSARY FOR THE PROTECTION OF THE PRESERVED TREE. 2 x ROOTBALL DIA. TREE PANTING TREE PLANTING SHRUB PLANTING LEGEND 1. TREE PER PLAN 2. TRIM TOP OF STAKES BELOW LOWEST BRANCHES TO PREVENT DAMAGE 3. CROSS TIE BETWEEN STAKE AND TREE PER PLANTING SPECIFICATIONS 4. 2" DIA. x 10' LONG LODGE POLE STAKES (INSTALL WIDER THAN ROOTBALL) 5. 21 GRAM PLANT TABLETS 5 GAL = 3, 15 GAL = 5, 24" BOX = 8 6. ROOTBALL (SET CROWN +/- 3" ABOVE FINISH GRADE) 7. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO SEEDING IN HYDROSEED AREAS; AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL REMAINING BASINS) 8. FINISH GRADE 9. COMPACTED BACKFILL MIX (PER PLANTING SPECS/NOTES) 10. UNDISTURBED NATIVE SOIL N.T.S. LEGEND 1. SHRUB OR VINE PER PLAN 2. EARTH WATERING BASIN (RAKE SMOOTH PRIOR TO SEEDING IN HYDROSEED AREAS; AT END OF PLANT ESTABLISHMENT PERIOD FOR ALL REMAINING BASINS) 3. FINISH GRADE 4. 7 GRAM PLANT TABLETS 1 GAL = 3, 5 GAL = 6, 15 GAL = 9 5. ROOTBALL (SET CROWN +/- 3" ABOVE FINISH GRADE) 6. COMPACTED BACKFILL MIX (PER PLANTING SPECS/NOTES) 7. UNDISTURBED NATIVE SOIL N.T.S. 0 > d d N N if J 0 0 0 w 0 Q w 0 Z Z Y Q 0 w W = w = Q U 0 0 0 cn U� o c N J Z w Q c) 0 =_0 wo`� Ln F o s Q 07 0 N I^ 0 2 w N r V v v . Q w xx 0 m O Q O a w U � w > iw ? U 0 0 0 Z > O _J LLL Lu j V) O U Q � F- Z Q Q z 5 N.T.S. SHEET 7 48 HOURS BEFORE DIGGING OF 12 CALL TOLL FREE 6 1 SUNSHINE 4TATEONE CHRISTOPHER . PONTELLO, PE FL# 55544 SUNSHINE STATE ONE CALL PROJECT No OF FLORIDA DATE: FEB 0 2 207 07-104 ® COPYRIGHT 2007 W.F. McCAIN do ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FLE IS PROTECTED BY COMMON LAW COPY Ron AND MAAY NOT BE REPRODUCED IN ANY WAY WTTHOUi THE WRttIEN PERMISSION OF THE ENGINEER. CHANGES THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 81G15-27 FAC. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRINGEMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. 1.5" TYPE S-III ASPHALTIC CONCRETE CONSTRUCT 6" LIMEROCK OR COQUINA BASE COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD, LBR 100 STABILIZED SUBGRADE MIN. DEPTH OF 8% COMPACTED TO 98% MAX. DRY DENSITY PER AASHTO T-180 METHOD, MIN. FBV 50 psi., MIXED AND HOMOGENEOUS MATERIAL 1 PAVMENT SECTION $ N.T.S. SAW -CUT AND TACK COAT EXISTING EDGE EXISTING ASPHALT — PROPOSED ASPHALT PAVEMENT EXISTING BASE --� � � ` PROPOSED BASE EPROPOSED SUB -GRADE EXISTING SUB -GRADE PAVEMENT SAW —CUT AND BUTT JOINT PROPOSED PAVEMENT 5'-0" 2.0% MAX SLOPE CIDx X X x` x X 6x6 W1.4/W1.4 WWF 12" 1 CONCRETE SIDEWALK DETAIL N.T.S. N.T.S. HANDICAP PARKING DETAIL N.T.S. I, 11 TYPICAL STREET NAME SIGN ATOP R1-1 STOP SIGN 2'-4" N 2" 11 " " 11 " 2" 2 1 /2" � s � s s � if — — t r i 2•_4* N 1 1 /2" 2" 1 1 /2" TYPE "C" GRATE APPROX. WEIGHT 235 LBS NOTE: STREET NAME SIGN SHALL BE MOUNTED ATOP N.T.S. `J STOP SIGN WHERE APPLICABLE. SIDEWALK AREA TO BE TAC-TILE SURFACE TO BE CONST. SAWCUT AND REMOVED l AS REQUIRED. AND RE- TAC-TILE SURFACE TO BE CONST. CONSTRUCTED. SIDEWALK AREA TO BE SIDEWALK AREA TO BE {i SAWCUT REMOVED AND RAMP AREA TO BE RAMP AREA TO BE SAWCUT REMOVED AND " !! 2' " 2' ' RECONSTRUCTED AS REQUIRED CONSTRUCTED CONSTRUCTED RECONSTRUCTED AS REQUIRED 6 II 8" 2'-1 1 " 8" INLET ELEVATION AS SHOWN /Joint Seal AI INL ON PLANS _ STEEL 3„Min. (V GRATING, SEE DERAIL 12:1 MAX ► Depth Of Sawcut I •---� a.- .. tz� Max I 8" MINJ . MIN. _ „ Q � r�e�E 00 Conc. Pav't.�wHANDICAP RAMP " TYPEDz -2 Exp. Joint And B B SEE N INDEX 1 a- IT> g N.T.S. Preformed Joint Filler CONCRETE CURB TYPED I ~o X NTS ~�z OA 1" TYPE S-III ASPHALTIC CONCRETE z ­_ —VARIES Note: For use adjacent to concrete or flexible pavement, concrete shown. oJ� ©CONSTRUCT 6" COQUINA OR LIME ROCK BASE Expansion joint, preformed joint filler and joint seal are required between curbs �Lufr_ O COMPACTED TO 98% MAX. DRY DENSITY PER TOE OF SLOPE and concrete pavement only, see diagram right. O=oLL_ AASHTO T-180 METHOD,LBR 100 CONTRACTION JOINT IN CURB 2% SLOPE SODDED SLOPE N.T.S. oN C STABILIZED SUBGRADE MIN. DEPTH OF 8% SILT -BARRIER GENERAL NOTES U O �Z COMPACTED TO 98% MAX. DRY DENSITY PER (FABRIC FENCE) Z w 1. For curb,gutter,and curb and gutter provide AASHTO T-180 METHOD, MIN. FBV 50 PSI. I ON MIXED AND HOMOGENOUS MATERIAL joints at 10 centers (max.). Contraction joints adjacent to concrete A UmZ pavement on tangents and flat curves are to match the pavement joints with intermediate joints not to excee irl (Y en PLAN 10 DIRECTION OF FLOW FABRIC N.T.S. BACKFiLL-1 I TRENCH TOE IN FLAP - HAVE A UNLY REFLECTIVE BLUE BACKGROUND WITH " WHITE REFLECTIVE SYMBOL AND BORDER FTp - 25 BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. FTP 25 MAY BE FABRICATED ON ONE PANEL OR TWO. SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. (7' FROM PAVEMENT TO BOTTOM OF SIGN). 5 HANDICAP SIGN DETAIL 8 NOTES h II b d n with 1. All traffic control devices s a e In actor a ce M.U.T.C.D. Standards. 2. All construction shall be in accordance with the Florida Department of Transportation "Standard Specifications for Road and Bridge Construction dated 2000. 3. All parking space markings, with the exception of the handicapped parking spaces, shall be marked In white retro-reflective traffic paint and in accordance with the Florida Department of Transportation (F.D.O.T.) Standard Specifications For Road and Bridge Construction, 2000, Section 710. 4. All handicap parking spaces shall be properly signed and marked in accordance with FDOT Roadway and Traffic Design Standards Index No. 17346, 2002 or latest edition. N.T.S. EXISTING GRADE PERIMETER EROSION AND SEDIMENT CONTROL NOTES: 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE TYP SILT B� �2 F �BLISHEDTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND 2. VBEEFOETRAETIROEMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY ACCUMULATED SILT. FABRIC FENCE SILT —BARRIER J 1 W_n" rl FAR IPICIr1F ' STEEL BOLLARD W/CONCRETE SEE ..e•Q o .Q e �, • 3' 3' eP N o + 0 10' 4.* .. N.T.S. f 11' 8 Curb,gutter and curb & gutter expansion join-`ts shal QR(ocated in accordance with Section 520 of the standard specifications. 2. Ends of Curbs Types B and D shall transition from full to zero heights in 3 feet. TYPE "D" CURB DETAIL QI, ,,-gII i' R \ + 7 J" Std. 6" Yin.'I` TYPE E TYPE "E" CURB DETAIL NOTES FILLED D ETAI L 1: DUMPSTER ENCLOSURE SHALL BE CONSTRUCTED OF CONCRETE BLOCK 2: FINISH ON DUMPSTER ENCLOSURE SHALL MATCH FINISH ON BUILDINGS. 3: IN ADDITION, DUMPSTER ENCLOSURE SHALL MEET OR EXCEED ALL WABASSO CORRIDOR REQUIREMENTS. 6" STEEL BOLLARD ,-CON WITH CON RETE MANHOLE FRAME AND COVER N.T.S. N.T.S. RECOMENDED MAXIMUM PIPE SIZE: 2'-11" WALL — 24" SIZE SECTION BB I SECTION AA 4'-0" WALL - 36" SIZE GENERAL NOTES 1. REINFORCING - NO. 4 BARS AT 12' �.CTRS. BOTH WAYS. CUT OR BEND BARS OUT OF WAY OF PIPE TO CLEAR PIPE 11" . 2. ALL EXPOSED EDGES AND CORNERS SHALL BE TOOLED TO 4" RADIUS. 3. FOR SUPPLEMENTARY DETAILS SEE F.D.O.T. INDEX NO. 201. 1 s TYPE "V" INLET AND GRATE DETAILS FINISH GRADE SEE MANHOLE EFFLUENT & INFLUENT DETAIL N.T.S. SOD' 1' BEVELED OR S OW�f ROUND CORNERSLo ccW x> - ------- ------- -------------------- �Q i N.T.S. 0 z a a N cn 0 0 w a w o Z Z Y Q U U W � = w i Q v U W U W UZ Z (!j § W z00 W w o J O (00 ULuo o� OZF ;�0 (n06=O > of� LL Q o o _ 06 Z� Q r- U W Q Z Zoo`-m0 Ora Uz12 C)Z > 0 1-- U LL. 0 w Q 0 z Z J (n Z (<_ O LU U Z W OU) f- Cn U U) 0 I— U 0 p Z Z 0< U CONCENTRIC LEVELING RINGS --/\�i Q 6 CONE 2 COURSES (MIN) 6 COURSES MAx) Z CONCRETE SLAB, 3" OR 5 1/2" T CK, O EINFORCED WITH WWF 6X6-WI.4XWI.4 `n —�so Z SEE PIPE OPENING 24 3/4" I DETAIL (S-10) I TOP VIEW —SINGLE PIPE J _J SRO V N.T.S. GENE�C Q w % NOT RI ES SE ES N �' OS' 8,A C (U FILL CONCRETE—­..:,,� �. OR BRICK W/TYPE I SLOPE 2 / B U CEMENT MORTAR I 5. All parking stripes with the exception of handicapped spaces shall be 6" wide, white reflective traffic paint PIPE INVERT 3" OR 4; f W ��•.•. •"• R 2; f ANCHOR � W 6. All compact spaces shall be marked "Compact" on the stall B 0 L LA R D D ETA I L 8„ 4'-0" I D 8> „ a or tire stop. HELICAL CORRUG - 6" 6" METAL PIPE DITCH GRADE \� 7. All trees preserved in areas which shall be filled more than 6" N .T. S . * v PR S Z 6 shall be proteced by a tree well. i. '-4" : OD 8. At street intersections, walls, fences, plants, or sight obstructions * ' SADDLE • ,•• � Q of any kind over 2' in height are prohibited BLACK VINYL CLAD ELEVATION #4 BAR g' S' SOD within the sight distance triangle as required by the M.U.T.C.D. CHAIN UNK FENCEce) REROLLED END REQUIRED VARIES E NOTES: SECTION A —A TO BE USED WHEN CUT PAID FOR AS PIP CULVERT = z TOP OF PLAN VIEW TOP OF CONCRETE PAD ASPHALT CLASSIFICATION IS 6'-0" OR LESS SECTION a / 1. SEE MANHOLE NOTES *SLOPE: 4:1 MITER: TO I PIPE FOR PIPES 18" AND 2:1 MITER: TO I PIPE FOR PIPES 18" AND SMALLER. FOR SYMBOL SHALL_ BE THIGH DRILL HOLES IN CONCRETE SYMBOL SHALL BE PAINTED WHITE. FOR GATE STOPS 2. SEE STANDARD MANHOLE CASTING DETAIL SMALLER. 2:1 FOR PIPES 24" AND LARGER.' PIPES 24" AND LARGER. 0 3. SEE PIPE OPENING DETAIL 17 MITERED END SECTION SHEET 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL 8 N.T.S. PLAN CONCRETE PAD DETAIL 14 STANDARD SHALLOW MANHOLE 4" 3 SF N.T.S. 8 N.T.S. 8 HANDICAPPED PAVEMENT SYMBOL N.T.S. 6 u 48 HOURS BEFORE DIGGING OF 7/A 8 ", N.T.S..T10 DUMPSTER ENCLOSURE DETAIL CALLTOLLFREE 12 1 (800) 432-4770 CHRISTOP R J. PONTELLO, FL PE# 55544 8 SUNSHINE FLORIDANE CALL DATE: FEB Q �5 PROJECT 0No N.T.S. 6n ® COPYRIGHT 2003 W.F. McC111N do ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FLE IS PROTECTED BY COMMON LAW COPY R)GHT5 AND MAY NOT BE REPRODUCED IN ANY 1RAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL QRGNEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK. THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 81G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. I 4't EXCESS OF #10 OF TRACING WIRE WITH WIRE NUTS AND TAPE k24;" OTE 1 TOP OF PAVEMENT UARE CONCRETE OR FINISHED GRAD HICK CAST IRON ADJUSTABLE VALVE BOX INSIDE SCREW TYPE) VARIES APPRIC VED MECH. JOINT GATE VALVE CONCRETE -� BLOCKING --'' (1) NO.3 BAR z CONTINUOUS co SQUARE N Y#10 OF TRACING WIRE NOTES: 1) BRONZE OR CAST IRON COVER, MARKED "SEWER". 2) DOUBLE WRAP FITTINGS IN VISQUEEN PRIOR TO POURING CONCRETE. 3) VALVE BOXES OVER 4' LONG SHALL INCLUDE EXTENSION OPERATOR. TYPICAL VALVE ASPHALT SURFACE FINISHED GRADE 36" SQUARE - 24" SQUARE • - .. ... • M- NO. 30 ' NTIN. �} .: ONE (I :`.'. • °' •� ; CONCRETE NO.3 PAD - CONTIN. LIMEROCK SLIDE TYPE BASE VALVE BOX SLIDE TYP VALVE BOX TYPE TYPE II POLYETHYLENE AST IRON STAY -PUT COVER (VISQUEEN RAISED LETTERS MARKED: OR EQUIVALENT) "WATER" AS APPLICABLE OR 24" MAX -1 "SAN. SEWER" AS APPLICABLE PROVIDE AS SHC VALVE AND BOX 24" X 24" X 6" THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) - NO. 30 CONTINUOUS. (SHALL BE 36" X 36" IF LOCATED IN TRAFFIC WAY.) ---I NOTES 1. VALVE AND YELOLOW DFOR FORCE MAINS. SHALL BE PAINTED ANS.D BLUE FOR WATER VALVE BOX PAD 9 16" SIZE OF MAN 3' ERONZE DISC ANCHORED IN CONC. Posy , WATER MAIN SERVICE C X V CONC. POST 36"COVER DEPTH of COVER 1DEEP LETTERS /8' i To � cAsr wrtH r Mk � WMIaE DISC AS MEG. io BY SHEIDOW BRMn CO. OR APPROVED EQl1N.. RMSHED GRADE i N.T.S. FINISHED GRADE NOTE: 1. 1 KAGt WIKt IJ KtUUIKtU UN ALL rirF_. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. CONC. ENCASEMENT 6" MIN. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED150/50 RESIN CORE), WRAP W/3 ALTERNATING LAYERS OF SCOTCH "33" TAPE & COVER WITH BETWEEN OUTSIDE DIAMETERS SCOTCH WATERPROOFING COMPOUND. OF PIPE (TYP.) 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP 6. VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. TO PUT CONTINUOUS TRACE WIRE UNDER ® SEWER j STRRI 3/�" OF MMAIN THEN STRIP BOLT, FIRST WRAP ONCE LOOSEN NUT, WATER MAIN " WIR�& 4 OF E3RANCH AROUND BOLT 1 TWIST, 2 WRAPS WIRE. "DO NOT CUT WIRE" SECTION A -A UTILITY OTHER TIGHTEN NUT AFTER WRAPPING THAN SEWER TRACE WIRE AROUND THE BOLT. SASH ENOCASEMENT IN. 5 WRAPS Cp cRETE SOLDER MAX. 10 WRAPS CAEMENT 2'-0" MIN. WAT - WATER MAIN o Th F WATERLINE TO BRANCH SPLICE DETAIL FINISH GRADE BE OVER TOP I o OF SEWERLJNE 0 WHERE POSSIBLE. � � A N A A A '' SEE DETAIL ABOVE. t7o At-- MULTI -STRANDED CONDUCTOR COPPER TRACE WIRE CLASS, LJ CLASS 2 STRIP 4" MIN. HALF HITCH HALF HITCH ON ENCASEMENT DETAILS STEP 1 BEHIND EAC BEACH SIDE OF N.T.S. FINISH GRADE -ALL VALVES MIN. 3 TWISTS EP # NOTES 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 1O' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3. WHERE A VY MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4. SEWER PIPE) AND A WATER MAIN OR FORCEEN THERE IS A CONFLICT BETWEEN A OMAIN THE WATERLINE (OR RM SEWER PIPE (OR SANITARY FORCEMAIN) SHALL BE CLASS 52 D.I.P. OR CONCRETE ENCASED. UTILITY ENCASEMENT (2)) - 3/4" GALV. FOUR HYDRANT GUARDS 71E RODS AS REQ'D. BY W.M.U.D. SEE NOTE 1(BELOW) g0° SEE NOTE 3 (BELOW) 5° 14 GATE VALVE ,0� FIRE HYDRANT TEE ` x VARIES 6' (MIN-) WATER MAIN PLAN VIEW CONCRETE THRUST BLOCK PUMPER NOZZLE FACING ROADWAY TAPS, i. TRACE WIRE DETAILS N.T.S. 2' —00 VARIES _ 2' —0' VALVE BOX ACCESS -1 GRADE N VI CTAU LI C z DIRECT � I COUPLING g is w >O CONNECTION (ANCHOR TYPE} N zl (11 " U 6"GV :. I T -- 6"PIPE '��`' ��`' �'�� �'�� }} �- -{- � = CONCRETE � i0 LOCKING CURB- 6' (MI N•) CONCRETE THRU UNDISTURBED WATER MAIN BLOCK a N STOP VALVE SOIL CROSS SECTION L BY-PASS METER NOTES ( 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FIw/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. LLED I 3' -0' CUSTOMER 2. 4OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE CL F THE NEAREST ROADWAY OR FINISH GRADE. PIPING 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) UTILITY PIPING TO 4. OR CLOW MEDALLION' 2545 ICAN- PROPERTY LINE DARL NG B-84-B MUELLERA423 5. ALTERNATEMETHOD G TRAINING HYDRANT MAY BE USED IF W..DF(E 6• COMPLETE ANCHOREDOF FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN INLET GATE LIEU VALVE FIRE HYDRANT DETAILS 1 1/2- TYPE K COPPER - SERVICE LATERAL METER BOX tAETER NOT 940" 7 1 I- ' TYPE K COPPER SERVICE LATERAL / BRASS COMPRESSION ` WYE BRANCH IN LINE DUAL BRAISSLOCfOMC ��q CHECK BY IRCUD STOP rORD OR MUE L ER) PLAN VIEW WTH NTEGRAL METER COUPLING CENTER OPENING OVER METER(S) 1° wit CUSTOMERS METER PPTIC Box a i (BY OTHERS) (SEE NOTE 2 NO. 3) i' <' MIN. GRAVEL ' OR CRUSH© ROCK CROSS SECTION NOTES i. METERS 099t 2" MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR- 2_ ALL METERS 2" AND SMALLER WILL BE SUPPLIED AND INSTALLED BY DO M RNTR COUNTY UTILITY DEPARTMENT. LOCKING CURB STOPS 3• MNR/JY 92E OF METER BOXES: 1' SERVICE (12' X 2W); 1-1/2" AND 0 U i - �II��I�t r DOUBLE DETECTOR CHECK VALVE --t---ice 00 1 CHECK VALVE DETECTOR BYPASS PLAN VIEW W.M REDUCED r-- DETECT❑R CHECK VALVE BACKFLOW WITH GATE GATE VALVE W/ INDICATOR 90' BEND (TYP) W_ 18" MINIMUM DISTANCE � N ONCRETE SUPPORTS fl (OR APPROVED BY IRCDUS) ELEVATION WATER MAIN NOTES 1. ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE GROUND. 2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. 3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. DOUBLE —DETECTOR CHECK VALVE ASSEMBLY N.T.S. Restrained Length In Feet Each Side of Restrained Length In Feet For Reducer PIPE DIAMETER (INCHES) ) D. I. P. P. V. C. PIPE DIAMETER (INCHES) 90° 45° 221°2 111/1 900 450 22102 11'/4 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" 3" 30' 15, 10, 5' 40' 20' 10, 5' 3" 0 0 0 0 0 0 0 0 0 0 4" 35' 15' 10, 5' 55' 1 25' 15, 10, 4" 40' 0 0 0 0 0 0 0 0 0 6" 55, 25' 10' 5' 80' 1 35' 20' 10' 6" 50' 45' 0 0 0 0 0 0 0 0 8" 65' 30' 15' 10' 90' 40' 20' 10' 8" 75' 70' 40' 0 0 0 0 0 0 0 10" 80' 35' 20' 10, 110, 50, 25' 15, 10" 95, 90, 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' 10, 130' 55, 30' 15, 12" 120' 1 11 & 100' 75' 40' 0 0 0 0 0 16" 120' 50, 25' 15' 165' 70' 35' 20' 16" 160' 155' 140' 125' 100' 70' 0 0 0 0 20" 150, 65' 30' 15' 200' 1 85' 40' 20' 20" 200' 195' 185' 170' 150' 130' 75' 0 0 0 24" 180' 70, 35' 20' 210' 90' 45, 25' 24" 160' 155' 159 140' 135' 120' 90, 50' 0 0 30" 190, 80' 40' 20' 250' 105' 50' 25' 30" 195' 190' 185' 180' 170' 160' 120' 105' 70' 0 36" 220' 95' 45' 25' 0 0 0 0 36" 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42" 245' 105' 50, 25' 0 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48" 260' 120' 60' 30' 0 0 0 0 48" 255' 250' 245' 240' 235' 230' 215' 1957 175' 125' Restrained lengths for valves, dead ends and branches from tees shall be the same as for 900 (degree) bends Length of restrained joint for larger diameter pipe A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED FOR MAINS GREATER THAN 8" DIAMETER, BY THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES AND FIRE DEPARTMENTS SINCE OTHER METHODS MAY NOT REMOVE LARGE ROCKS, CANS, BOTTLES, AND OTHER DEBRIS FROM MAINS. ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES MUST BE INSPECTED AND TESTED TO ENSURE THAT NO FOREIGN OBJECTS ARE IN THE FIRE FLOW. FOR DETAILS OF LINE FILLING SEE W-12A BEND & PIPE MAY BE USED FOR FULL FLOW EXIST. MAIN -i / � FLUSHING \L NEW WATER MAIN EXIST. OR NEW LIMITS OF FLUSHING GATE VALVE NOTES 1. A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE FLUSHING POINT. THE PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 2. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. 3. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 36 HOUR NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. FLUSHING CONNECTION N.T.S. PI 0�I \/IFW FINISHED GRADE LLLVA I IUN 2" GATE VALVE FEBC❑ DOUBLE CHECK VALVE SCH 40 GA V. (TYP.) " OR "WYE" (TYP.) 2" METER PRESSURE GAUGE (SEE NOTE 7) L! P EXISTING GRADE 12" M N P > c� Z d U IY d r__ 04 (� Z o co w z U) z w ''� w Q C0 M.J.G.V. :e w U SADDLE SERVICE FORD FB 1700 O 2' CORP. STOP LU UZ TIE—IN VALVE TO BE CLOSED AND LOCKED Z w ING WATER MAIN '^ Z vJ N z °D N O SECTION W Q o� N co NOTES 1. TIE—IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. 2, LINES TO BE FLUSHED SHALL BE GREATER THAN 6' IN DIAMETER, TEMPORARY JUMPER DETAIL NOTES 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL RPZ BACKFLOW PREVENTORS. 3. APPROVED EQUALS HAVING FULL UL, USC, AND AWWA CERTIFICATIONS MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY IRCDUS. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST V-0" ABOVE THE HIGH WATER LEVEL. 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. 7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE CERTIFIED FORM SUBMITTED TO IRCDUS. NOTES 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAIN AND THE PROPOSED WATER MAIN IMPROVEMENTS. 2. THE TEMPORARY JUMPER DETAIL (W-12A) IS TO BE USED FOR FILLING ANY NEW WATER MAINS OF ANY SIZE FROM THE EXISTING ACTIVE WATER MAINS AND FOR FLUSHING OF NEW MAINS UP TO 6' IN DIAMETER (2.5 FPS MINIMUM VELOCITY) AND PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. 3. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER THE FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW WATER MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE HAS BEEN RECEIVED FROM THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) AND ANY OTHER PERTINENT AGENCIES HAS BEEN RECEIVED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. 4. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION TWO OF AWWA C651-92. 5. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS CONTINUOUSLY AFTER DISINFECTION AND UNTIL FDEP CLEARANCE LETTER IS OBTAINED. 6. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK 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 AND IS IN GOOD WORKING ONE YEAR FROM INSTALLATION BY A QUALIFIED BACKFLOW TECHNICIAN AS APPROVED BY INDIAN RIVER COUNTY'S UTILITY ENGINEER. 7. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 6- IN DIA., THE TIE IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE IN VALVE SHALL REMAIN CLOSED & LOCKED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES. 8. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2' BRASS STOPS. TEMPORARY JUMPER CO NNECTION AND AN 9. ALL INSTALLATION D MAINTENANCE OF THE ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS VALVES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10. IF THE WATER MAIN TO BE FLUSHED IS LARGER THAN 6" DIAMETER OR SUCH LENGTH THAT A FULL PIPE FLUSH AT THE 2.5 FPS VELOCITY CANNOT BE ACCOMPLISHED, THE FOLLOWING PROCEDURE SHALL BE UTILIZED. A) INSTALL PRESSURE GAUGES AS INDICATED ON DETAIL (W-12A) B) OPEN ALL DOWNSTREAM VALVES IN THE NEW SYSTEM PRIOR TO FLUSH C) FLUSH NEW WATER MAIN THRU TIE-IN VALVE MAINTAINING A IOt PSI PRESSURE DIFFERENTIAL BETWEEN GAUGES DURING FLUSH. D) TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL, IN THE PRESENCE OF THE ENGINEER OF RECORD TO INSURE THAT THE REQUIRED PRESSURE DIFFERENTIAL IS MAINTAINED. TEMPORARY JUMPER DETAIL NOTES NOTE: THE CONTRACTOR SHALL PROVIDE AS-BUILTS BY A LICENSED SURVEYOR PER INDIAN RIVER COUNTY REQUIREMENTS Q z O M o CO z o C) Uzo���o O'^5F-Z)oN^ vJ Z Z tl N (n w 0 W QoUlu� os'f <¢ 2WOQ z U0 m �2aLL Q Q zccooW N.T.S. v� U o U z0 N > J w O U UL U w Q O z z I V � Z � > O J U_ CO) O U Cl) w I— z Q Q �T i Z seT Posy wCONCRETE -� NOTES 2 SE7tveCE (17 X 28�. 4• 5/r -3/4' METERS SHALL BE HERSIY TURBINE, MASTER METER, 11 RPZ BACKFLOW PREVENTER SHEET 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 1. - OR APPIR9A�ED EQUAL MATH s/e' RUBBER METER WASHERS 9 N.T.S. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. SS 1' — Y WETERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. 3. MARKER TO BE USED OVER FORCE MAINS. 4. MARKER TO BE USED OVER FORCE MAIN VALVES. �p METER BOX 48 HOURS BEFORE DIGGING 1 �F 1 2 4 :PERMANENT LAND MARKER % N.T.S. 9 CALL TOLL FREE 1 (800) 432-4770 CHRISTOP J. PONTELLO, FL PE# 55544 PROJECT No N.T.S. 9 SUNSHINESTAT DONE CALL OF DATE: 2007 07-104 MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS H►S/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. FILE IS PROTECTED COMMON LAW Copy RIGHTS �D �{JLY NOT BE RfPROOl10ED IN ANY NAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER CHANGES TO THE DRAWINGS 0 COPYRIGHT 2003 wF. McCAIN do ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC . I _ 'I I; THREADED BRASS FINISHED GRADE CLEAN -OUT PLUG FITTING R CLEAN -OUT N ADAPTER It NOTE: CLEAN -OUTS IN 4"PVC PIPE w o TRAFFIC AREAS Q >: � O SHALL HAVE C.I. VALVE BOXES AND 450 ELBOW COVERS STAMPED "S" PVC WYE PVC SEWER LINE UNDISTURBED MATERIAL /071 CLEANOUT DETAIL HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS ACCEPTABLE VARIANCES PROPOSED UTILITY GRAVITY SEWER STORM RAVITY & F.M. POTABLE WATER RECLAIMED WATERrHORIZ. VERT. VERT. HORIZ. HORIZ. VERT. r5'C/C --- ---18" 10' 18" 10'18" SEWER RT. POTABLE WATER 30/0 SEE GENERAL NOTES NO. 4 5' C/C 3' 0/0 18" 5' C/C 18" --- RECLAIMED WATER 3' 0/0 5' C/C SANITARY SEWER 10' 18" 18" --- --- --- - 3' 0/0 GENERAL NOTES 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS 4) ACCEPTABLE VARIANCES: DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATIVE CODE (FAC). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN A. WHERE HORIZONTAL SEPARATION IS NOT ATTAHABLE- DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LEAST ONE OF THE PIPS_ DUCTILE SON OR CONCRETE LINES. ENCASEMENT MUST BE USED UNTL MHWM CLEARANCE IS • 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY FJLC. REGAINED. B WHERE 18' MINT"VERTKAL SEPARATION IS NOT ATTASNABLE 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER AT CROSSINGS. USE ONE FULL LENGTH OF DUCTILE LION OR ENCASED PIPE CENTERED AT THE POINT OF CROSSNNG- SPECIAL SHALL APPLY. SUPPORT MAY BE REQUIRED. 3) ALL SEPARATIONDISTANC ESFROM SPECIFIED. OUTSIDE OF PIPEI DER FION PIPE TO PRODUCING C. IF 36' MINIMUM DEPTH OF COVER IS NOT MWTAP'F-D, SPECIAL PROTECTION OR PIPE MATERIAL UPGRADE MAY BE RiOI�A PROTECTION GREATER CLEARANCE SHALL BE USED. 5) NO WATER PIPE SHALL PASS THROUGH COME IN CONTACT WITH * C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE T ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STR',1CR1RE• ART * 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE THE WORD MAY, AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES CITY DIISCRETION TO BE TAKEN ON A CASE BY CASE BASIS. ENGINEER'S MANHOLE FRAME & COVER LEVELING RINGS U.S. FOUNDRY DWG. NO. 420A 2 COURSES MIN. 6 COURSES MAX. CUT CLASSIFICATION HEIGHT 4 3/4 W B"of B FLEXIBLE PLASTIC I TYP) > o K RAMNECK GASKET 0 O/E c o SLOPE 0 0 2"/FT- OR 5'-0- I.D. o �, N a oc ip A SEE PIPE rn A w Io OPENING cr Q z z FILL CONCRETE DETAIL PIPE > 1151 6" IN. o ; INVERT iV SEE MANHOLE EFFLUENT R INFLUENT DUAL ELEVATION SECTION A -A TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0" NOTES 1. SEE MANHOLE NOTES. 2. SEE STANDARD MANHOLE CASTING DRAWING. 3. SEE PIPE OPENING DETAIL DRAWING. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING. 5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE ENGINEER. \ STANDARD DEEP M.H. SPACE AROUND OUTSIDE OF PIPE - SHALL BE COMPLETELY FILLED WITH NON -SHRINK GROUT. REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE. (FOR FIELD INSTALLATION) PIPE TO MANHOLE CONNECTION TO BE NEOPRENE B00T WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR-N-SEAL INC. (FOR PRECAST HOLES) H.P. ELEV. OF FILL CONCRETE stt tItL UtLNINU 24" FROM EDGE OF MANHOLE DETAIL (FOR FIELD TO OUTSIDE OF BELL INSTALLATION) MAY OR P.E. JOINT (TYP) BE PRECAST. PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES FILL CONCRETE AS MANUFACTURED BY KOR-N-SEAL OR APP. (FOR PRECAST HOLES). ELEVATION PIPE JOINT DETAIL AT MANHOLE NOTE i. PIPE JOINT DETAIL IS TYPICAL FOR ALL.PIPE TO MANHOLE CONNECTIONS MANHOLE EFFLUENT & INFLUENT 1 0 N.T.S. EXISTING BASE TRENCH WIDTH 'W + 4' i IN. SURFACE RESTORATION 6" ['� MECHANICALLY MIN• I SAW EXISTING PAVEMENT I . __ REPLACEMENT SEE NOTE 6 0 LIMEROCK BASE Q IN 3 LIFTS AT w 6" MAX. LAYERS OR 98% U OTHER APPROVED METHOD TO ACHIEVE co 95% COMPACTION /X MAX. WATER LEVEL 4" MAX. \\ ALLOWABLE DURING LAYERS CONSTRUCTION AT 95% 3/4" DIA. BEDDING ROCK OR PEA ROCK WHERE 12 PIPDE 12"UNDISTURBED SOIL CONDITIONS REQUIRE TRENCH WIDTH w NOTES I� l ji STANDARD �I ' T" BRANCH AA 8" 5'-0" I.D. '} 8" SEE PIPE OPENING THREADED CAF,,,�" DETAIL B B PIPE INVERT SLOPE 04 STAINLESS STEEL 27FT. I 6" MIN. p O STRAPS ... (TYP-) o of O :...., 1..•. ... , ,,.• • , . •; : ,�'►', :,r .v:• •,�.,.:...,- ;:�':' t STANDARD LONG RADIUS ELBOW FILL CONCRETE } I ELEVATION SECTION B-B TO BE USED WHERE DROP IS Z OR MORE NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. DLAHEAPEDFEEEDJS WITH EXISTING SHALAVLAPPED AND SHALL BE CONSISTENT MIN ) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 8. USE TRACE WIRE ON MAINS. (SEE DETAIL) 6 TRENCH DETAIL PAVED AREAS 10 N.T.S. PROVIDE TRENC SLOPE AS REQ'D. GRADE N 6" MAX. LAYERS OOR OTHER APPROVED MAINTAIN TRENCH METHOD TO ACHIEVE' WIDTH 2'-0" ABOVE Z 95% COMPACTION TOP OF PIPE SEE NOTE 4 2 to co CV MAXIMUM WATER LEVEL 4" MAX. ALLOWABLE DURING LAYERS CONSTRUCTION AT 95% 3/4" DIA. BEDDING ROCK 12" PIP 12 OR PEA ROCK WHERE D' UNDISTURBED CONDITIONS REQ'D. THE HWIDTH-] SOIL NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 6. USE TRACE WIRE ON MAINS. (SEE DETAIL) 7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. 7 TRENCH DETAIL UNPAVED AREAS 10 N.T.S. SEE MANHOLE MANHOLE FRAME & FINISH GRADE EFFLUENT & COVER U.S. FOUNDRY INFLUENT DETAIL DWG. NO. 420A LEVELING RINGS 2 COURSES MIN. Z 6 COURSES MAX. O CONCENTRIC 21��I CONE li SEE PIPE N OPENING g DETAIL D D SLOPE 2"/FT i 4" CAP TOP OF CAP TOP OF CAP 4" CAP AT GRADE AT GRADE PROPERTY LINE (NIP') (TYP.) OF ROAD ELEVATION CROWN OF ROAD 'ME= mum,,, Z� PROPERTY 4" CLEANOUT MIN. SLOPE 1/4" PER FT. LINE STAND PIPE USE GREATER SLOPE 4" CLEANOUT WHERE POSSIBLE STAND PIPE I 6" X 4" OEX)F,�6" X 4" SWEEP SWEEP DEPTH TO BE ELEVATION DETERMINED IN THE FIELD AS REQUIRED TO 4" CLEAN OUT SINGLE SERVICE AVOID UTILITIES. (TYP.) STAND PIPE TYPICAL DOUBLE SERVICE WRAP WITH TYPICAL DETECTION TAPE STANDARD "Y" BRANCHES 6" 4" CLEANOUT TO BE LOCATED IN THE FIELD I INSTALLED PLUG (TYP) WRAP WITH DETECTION TAPE 4" CLEANOUT w LSJ 6„ BENDS AS n- z REQUIRED w -' PROPERTY °- LINE q OF SEWER MAIN TO BE 6" DOUBLE "Y" 019 OF STREET UNLESS 10 N.T.S. \ OTHERWISE SHOWN ON PLANS ij 6" MANHOLE NOTES 1. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MIN. TO 0 7 MEET OR EXCEED A.S.T.M. A 185. OL 2. ALL CEMENT TO BE TYPE II. NOTE PLAN VIEW 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 P.S.I. TO MEET OR EXCEED A.S.T.M. C 478. 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. SERVICE LATERALS. 5 CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6". 3. ALL LATERALS TO BE PVC (SDR 26) AS SHOWN. SEE MANHOLE EFFLUENT & INFLUENT DETAIL 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; DRAWING NO. S-11. 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 5. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. TYPE "A" DROP MANHOLE 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR 1 1 STANDARD LATEF EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 10 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. DEPTH TO BE DETERMINED IN THE 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP FIELD AS REQUIRED TO AVOID CONNECTION REQUIRED. UTILITIES (TYP.) 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE 4" CLEANOUT & CAP STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE STAND PIPE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION I OF ROAD PROPERTY DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. ELEVATION LINE 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLOOD ZONES. 12. 13. NO.40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES. SINGLE SERVICE - AS SHOWN ON STANDARD LATERAL DETAIL DRAWING NO. S-1 CROWN OF ROAD 14. 2 COURSES MIN., 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE O TYPICAL TRENCH CONTOUR z TOPS AND CASTINGS. 6"x4" DURING CONSTRUCTION I � 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" SWEEP SHALL BE PROVIDED AS REQUIRED BY I.R.C.D.U.S. 6" - 16. TRAFFIC BEARING LID ONLY. BENDS AS REQ'D. 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE 6", 30° LONG IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. RADIUS BEND 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS ZDBL. SERVICE 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO AS SHOWN ON a THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE STANDARD O w ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LATERAL DETAIL i� SAND .; LOAD (AASHO H-20). DRAWING NO. S-1 BED PIPE INVERT TRAFFIC BEARING UTILITY<�> BOX AND TOP WITH LIFTING DEVICE IN TOP. IDENTIFY UTILITY 2' MIN, GRADE 12 SAND EXCAVATION N.T.S. 4" CLEANOUT & CAP STAND PIPE \PROPERTY LINE o�-- 314" GRAVEL CONTINUE GRAVEL BED UNDER & PARALLEL TO PIPE INTO UNDISTURBED SOIL TO PROPERTY LINE STANDARD "Y" BRANCH TO BE LOCATED IN FIELD (SHALE) � 0 N.T.S. GRADE ROADWAY) -nuu-unu- I�IIIIII= I�IIII Jl . �.. • ,�.-was • • I MIS `'• ,• ,•. • NOTES 6" 1. 3/4" GRAVEL BEDDING 3/4" GRAVEL SHALL BE USED FOR 0 z EXCAVATION IN ROCK. SAND BEDDING SHALL BE 24" USED FOR EXCAVATION IN SAND. MIN. 2. ALL LATERALS TO BE PVC (SDR 26) AS SHOWN.. SECTION H-H ROCK EXCAVATION MODIFIED RISER LATERAL (DEEP SEWER) N.T.S. III �ICVIP)1QI114)I6.711- Z d (� 0� d U r` 04 co Z o 12 O co Q = w Z toQ Z w W Iw- O Q 0 Q 0 w w U Lu U Z w w Ci N W w o �? rn Q o W N M 111 Z Q O C) Uz_00 Scn I N :) J N 1- z R z LL � (nWOW= QZ�Qc�Z otS<Q=w0 LL H 00 a LL zW�0 U Z U N > 0 O LL J LL O U LL � 0 z z J_ Q W 0C G U) UNN) 0. W> U) 0 o Z � > O J LL z CO)w O ♦�♦A U v/ Q z TO BE SAME AS O.D. OF PIPE FILL U I 3'-0" I Q CONCRETE ` '`®'''''� ' 1, AUT❑MATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE Q C❑NDITI❑NS MAKE IT INACCESSABLE OR AS REQUIRED BY THE o I, R, C. D. U. S. CONCEALED WATER FRAME SECTION = z 8" 4'-0" I.D. 8" PICKHOLE - PIPE INVERT 2, AIR RELEASE RISERS TO BE IN A VERTICAL P❑SITI❑N AND NOTES PLACED AT SUMMITS IN THE SYSTEM. A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. •� � • � - - - - -0 a ELEVATION SECTION D 6' TYP -' •.••� � 3. SEE TRACER WIRE DETAIL. .. TO BE USED WHEN CUT CLASSIFICATION IS 67 OR LESS 14 STANDARD MANHOLE CASTING • `'� NOTES 10 N.T.S. SHEET z 1, SEE MANHOLE NOTES ON DRAWING NO, S-4 2, SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 PIPE OPENING = PIPE O.D. + 6" 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 10 5/8 PIPE O.D. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11 10 AUTOMATIC -WATER SEWER ELOW GROUND AIR RELEASE VALVE DETAIL 11 N.T.S. 48 HOURS BEFORE DIGGING OF 12 ELEVATION CALL TOLL FREE s STANDARD SHALLOW M.H. 1 (800) 432-4770 CHRISTOPH R J. PONTELLO, FL PE# 55544 PROJECT No 4 10 SUNSHINE STATE ONE CALL PIPE OPENING DETAIL N.T.S. N.T.S. OF FLORIDA DATE: FEB ® 2 2007 l0 IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER. IF ANOTHER PROFESSIONAL ENGIINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK' THE SUCCESSOR PROFESSIONAL. ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMLNf OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. 07-104 ® COPYRIGHT 2003 W.F. IrIcCJUN &ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RICFiTS AND WY NOT FF'RODUCm __ . CHECK VALVES STEEL CASING PIPE �� i . .. TABLE 10-1 A. STEEL CASINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A139 GRADE "B" AND SHALL CHLORINE REQUIRED TO PRODUCE A 25-MO/L CONCENTRATION IN IOOFT OF PIPE BY A. CHECK VALVES FOR DUCTILE IRON PIPELINES SHALL BE SWING TYPE AND SHALL MEET THE MATERIAL BE COATED INSIDE AND OUTSIDE BY A BLACK BITUMINOUS COATING, MINIMUM 5 MILS THICK. THE CASING DIAMETER I VALVES SHALL REQUIREMENTS OF AWWA STANDARD SPECIFICATIONS C508-01, OR LATEST REVISION. THE PIPES SHALL HAVE THE MINIMUM NOMINAL DIAMETER AND WALL THICKNESS AS INDICATED BELOW. WATER MAINS POLYVINYL CHLORIDE PIPE AND FITTINGS SCOPE BE IRON BODY, BRONZE MOUNTED, SINGLE DISC, 150 PSI WORKING WATER PRESSURE, NON -SHOCK, CASING PIPE INSIDE DIAMETER CASING PIPE WALL THICKNESS PIPE 100-PERCENT 1-PERCENT THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR POTABLE WATER MAINS. NON -SLAM, SLOW CLOSING, AND HYDROSTATICALLY TESTED AT 300 PSI. ENDS SHALL BE 125 POUND ANSI (INCHES) (INCHES) DIAMETER CHLORINE CHLORINE B16.1 FLANGES OR 125 POUND ANSI B2.1 THREADED FITTINGS, DEPENDING UPON LOCATION. 6 it 0.2504 (INCHES) (POUNDS) (GALLONS) GENERAL B. WHEN THERE IS NO FLOW THROUGH THE LINE, THE DISC SHALL HANG LIGHTLY AGAINST ITS SEAT. WHEN - 1820 0.312 12 0.013 0.16 POLYVINYL CHLORIDE (PVC) PIPE SHALL BE ALLOWED FOR USE AS POTABLE WATER PIPE WHERE COMPATIBLE WITH OPEN, THE DISC SHALL SWING CLEAR OF THE WATERWAY. C. CHECK VALVES SHALL HAVE BRONZE SEAT AND BODY RINGS, EXTENDED BRONZE HINGE PINS, AND 22-24 . 0.437 6 0.030 0.36 8 0.084 THE SPECIFIC CONDITIONS OF THE PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS) MAY BRONZE NUTS ON THE BOLTS OF BOLTED COVERS. 26-28 0.437 10 0.085 1.02 1.02 REQUIRE THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING CONSTRUCTION PERMIT REVIEW OR BY D. VALVES SHALL BE SO CONSTRUCTED THAT DISC AND BODY SEAT MAY EASILY BE REMOVED AND 30-34 0.500 12 0.120 1.44 IRCDUS FIELD PERSONNEL DURING CONSTRUCTION IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS REPLACED WITHOUT REMOVING THE VALVE FROM THE LINE. VALVES SHALL BE FITTED WITH AN 36-38 0.562 16 0.217 2.60 UNSUITABLE FOR THE PARTICULAR APPLICATION. EXTENDED HINGE ARM WITH OUTSIDE LEVER AND WEIGHT, AS NECESSARY. 40-50 0.625 FOR PIPES LARGER THAN 16-INCHES IN DIAMETER SEE AWWA STANDARD SPECIFICATIONS C-651-99 E. CHECK VALVES FOR PVC PIPE LESS THAN 3" IN DIAMETER SHALL BE OF PVC TYPE 1, SERIES BC, WITH 52-58 0.750 PIPE MATERIALS FOR SIZES 3" AND SMALLER UNION, SOCKET, THREADED, OR FLANGED ENDS, AS REQUIRED. CHECK VALVES FOR PVC PIPES GREATER 60-78 0.813 GENERAL DESIGN DATA PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING POTABLE WATER SHALL BE DESIGNED FORA THE 3" SHALL BE BRONZE. PVC BALL CHECK VALVES SHALL BE PER THE APPROVED MANUFACTURER'S 84-90 0.875 A. ALL MINIMUM WORKING PRESSURE OF 150 PSI. MIN PRODUCT LIST.i. 96-102 �j 0.937 WATER DISTRIBUTION B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE ASTM 2241, LATEST REVISION. PIPE SHALL BE SDR 21 PLUG V ALVES 108-114 1.000 WITH A PRESSURE RATING OF 200 PSI. JOINT DESIGN TESTED TO THE REQUIREMENTS OF ASTM D 3139. RUBBER 120 � 1.125 A. ALL WATER MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INDIAN RIVER COUNTY RINGS SHALL CONFORM TO ASTM F 477 AND D 1869. PIPE TO BE MADE TO EXCEED THE REQUIREMENTS OF THE A. PLUG VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE WITH SEMI -STEEL BODIES, RESILIENT FACED B. FIELD AND SHOP WELDS OF THE CASING PIPES SHALL CONFORM TO THE AMERICAN WELDING SOCIETY WATER MASTER PLAN, LATEST EDITION, OR CURRENT AWWA STANDARD SPECIFICATIONS AND MATERIAL SECTION OF ASTM D 2241. PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. PORT AREA SHALL BE AT LEAST 80 STANDARD SPECIFICATIONS. FIELD WELDS SHALL BE COMPLETE PENETRATION, SINGLE-VEE GROOVE OR CURRENT REGULATORY AGENCIES REQUIREMENTS. C. POLYVINYL CHLORIDE PIPE PER APPROVED MANUFACTURER'S PRODUCT LIST. PERCENT OF FULL PIPE AREA FOR VALVES 20 INCHES AND SMALLER. PORT AREA SHALL BE 70 PERCENT SINGLE -BEVEL GROOVE TYPE JOINTS. B. ALL DISTRIBUTION SYSTEMS SHALL BE PROPERLY LOOPED, WHERE FEASIBLE, AND VALVED TO D. THE PIPE SHALL BE BLUE IN COLOR. FOR ALL VALVES 24 INCHES AND LARGER. ALL VALVES 4 INCHES AND LARGER SHALL BE OF THE BOLTED ... 1I . PROVIDE MAXIMUM FLEXIBILITY IN PROVIDING SERVICE. E. NO SOLVENT WELDS JOINTS ARE PERMITTED. DESIGN. ALL EXPOSED NUTS, BOLTS, SPRINGS, AND WASHERS SHALL BE HOT DIPPED GALVANIZED, TAPPING SLEEVES AND VALVES �I C. DESIGN SHALL BE BASED ON AN AVERAGE DAILY CONSUMPTION OF 100-GAILONS PER CAPITA PER DAY, A MAXIMUM DAY {MD) EXCEPT EXPOSED HARDWARE FOR SUBMERGED VALVES SHALL BE OF STAINLESS STEEL. VALVE BODIES .. . FACTOR OF 2.25 TIMES AVERAGE DAY AND A PEAK HOUR FACTOR OF 4.5 TIMES AVERAGE DAY, PER INDIAN RIVER COUNTY JOINTS SHALL BE SEMI -STEEL WITH 125-POUND ANSI STANDARD FLANGED ENDS FOR INTERIOR OR ABOVEGROUND SERVICE; MECHANICAL JOINT FOR BURIED SERVICE AND FOR USE WITH THREADED CAST A. TAPPING SLEEVE AND VALVES SHALL BE STAINLESS STEEL WRAPAROUND TYPE OR DUCTILE IRON ON ORDINANCE. D. DISTRIBUTION SYSTEMS SHALL BE SIZED TO PROVIDE FOR 100 PERCENT OF THE COMBINED REQUIRED FIRE FLOW AND SOLVENT A. JOINTS FOR PVC PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. NOS IRON OR DUCTILE IRON PIPING SHALL HAVE SCREWED END CONNECTIONS. THE PLUG SHALL BE ONE SHALLA RE WATER MAIN POTABLE WA R S. IRCDUS SHALL DIRECT THE CONTRACTOR WHICH TYPE TO BE USED. TAPPING SLEEVE MAXIMUM DAY DEMAND RATE WHILE MAINTAINING A 2 -PSI RESIDUAL PRESSURE G 0 SSUR IN THE DISTRIBUTION SYSTEM. � WELD OR THREADED JOINTS WILL BE PERMITTED. PIECE AND OF SUFFICIENT DESIGN NOT REQUIRE A STIFFENING MEMBER OPPOSITE THE FACE AND VALVES SHALL BE STAINLESS STEEL WRAPAROUND TYPE FOR WASTEWATER FORCE MAINS AND REUSE E. ALL WATER MAINS SHALL BE DESIGNED TO PROVIDE A MINIMUM PRESSURE OF 25-PSI AT GROUND LEVEL AT ALL POINTS IN THE B. THE IRCDUS'S ENGINEER MAY CONSIDER OTHER TYPE JOINTS FOR SPECIFIC INSTALLATION UPON SUBMISSION OF PLUG. WATER MAINS PER THE APPROVED MANUFACTURERS PRODUCT LIST. ,, DISTRIBUTION SYSTEM UNDER ALL CONDITIONS OF FLOW (EXCEPT AS NOTED IN D ABOVE). SPECIFICATIONS AND APPROVAL. B. PLUG VALVES 6 INCHES OR GREATER IN DIAMETER SHALL BE EQUIPPED WITH GEAR ACTUATORS, WHICH . RESTRAINED JOINTS F. DEAD-END 4-INCH WATER DISTRIBUTION Y SYSTEM MAIN MAY BE USED SERVE P S S S S TO S E U TO 10 C. RESTRAINT JOINTS, WHEN REQUIRED; SEE APPROVED MANUFACTURER'S PRODUCT LIST. SHALL CLEARLY INDICATE VALVE POSITION AND AN ADJUSTABLE STOP SHALL BE PROVIDED. SEE SECTION 11.04 FOR RESTRAINED JOINTS11 ERU'S, BUT SHALL NOT EXCEED 300 LINEAR FEET AND DOWN STREAM OF LAST FIRE HYDRANT ASSEMBLY. CONSTRUCTION OF ACTUATOR HOUSING SHALL BE SEMI -STEEL. ALL GEARING SHALL BE ENCLOSED, i G. FIRE FLOW REQUIREMENTS SHALL BE AS OUTLINED WITHIN THE INSURANCE SERVICE OFFICE (ISO) FIRE FLOW FITTINGS SUITABLE FOR RUNNING IN OIL WITH SEALS PROVIDED ON ALL SHAFTS TO PREVENT ENTRY OF DIRT AND 1 �' REQUIREMENTS. H. THE MINIMUM SIZE MAIN SERVING FIRE HYDRANTS SHALL BE 6-INCHES IN DIAMETER FOR RESIDENTIAL (SINGLE FAMILY) AREAS A. AIL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA STANDARD WATER INTO THE ACTUATOR. ALL SHAFT BEARINGS SHALL BE FURNISHED WITH PERMANENTLY TESTING AND INSPECTION OF WATER MAINS RECLAIMED WATER FORCE MAINS WASTEWATER FORCE MAINS AND GRAVITY AND 8-INCHES IN DIAMETER COMMERCIAL AREAS AND MULTIFAMILYINRESIDENTIAL AL AREAS. SPECIFICATIONS C110/A21.10-98 OR C153/A 21.53-00, OR LATEST REVISIONS. FITTINGS SHALL BE CEMENT MORTAR LUBRICATED BEARING BUSHINGS. C. THREE-WAY PLUG VALVES SHALL BE NON -LUBRICATED GEAR OPERATED. VALVE BODIES SHALL BE SEWERS I. MAXIMUM FIRE HYDRANT SPACING SHALL NOT EXCEED 1000-FEET IN SINGLE-FAMILY LINED AND SEAL -COATED IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C104/A21.4-95, OR LATEST SEMI -STEEL WITH 125-POUND ANSI STANDARD FLANGES, AND PLUGS SHALL BE RESILIENT FACED. II PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING 11 RESIDENTIAL AREAS AND 600-FEET IN COMMERCIAL AREAS AND MULTIPLE -FAMILY RESIDENTIAL AREAS. NO FIRE HYDRANT SHALL BE OVER 500-FEET FROM A SINGLE-FAMILY RESIDENCE, REVISION. B. THE PRESSURE RATING SHALL BE 350 PSI. JOINT RESTRAINT, WHEN REQUIRED; SEE APPROVED MANUFACTURER'S PRODUCT LIST. THREE-WAY VALVES SHALL BE 3-WAY, 3-PORT, 270-DEGREE TURN. D. PLUG VALVES AND ACTUATORS SHALL BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. A. NO HYDROSTATIC TESTING WILL BE PERMITTED UNTIL AS -BUILT DRAWINGS HAVE BEEN SUBMITTED AND APPROVED BY IRCDUS. MULTIFAMILY RESIDENCE, OR COMMERCIAL BUILDING. J. ALL PUBLIC FIRE HYDRANTS SHALL BE PAINTED FEDERAL SAFETY RED. PRIVATE FIRE C. B. AT THE BEGINNING OF THE TEST PERIOD, THOROUGHLY CLEAN ALL NEW PIPELINES BY WHATEVER MEANS NECESSARY, HYDRANTS SHALL HAVE THE BODY PAINTED RED WITH A WHITE PAINTED BONNET. SUBMITTALS AIR RELEASE VALVES INCLUDING FLUSHING, TO REMOVE ALL DIRT, STONES, PIECES OF WOOD, OTHER MATERIAL THAT MAY HAVE ENTERED THE K. ALL FIRE MAINS SHALL BE EQUIPPED WITH A DETECTOR CHECK VALVE ASSEMBLY AS SHOWN PIPELINE DURING THE CONSTRUCTION PERIOD, AND ALL DIRTY AND/OR DISCOLORED WATER FROM THE PIPELINES. IF AFTER IN IRCDUS STANDARDS DETAIL W-8. BEFORE STARTING INSTALLATION OF THE PVC PIPE AND FITTINGS, THE CONTRACTOR SHALL SUBMIT COMPLETE A. THE AIR RELEASE VALVES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. VALVES SHALL BE PROVIDED WITH A VACUUM CHECK TO PREVENT AIR FROM REENTERING THE LINE. ABOVEGROUND AIR THIS CLEANING, ANY OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL DEBRIS CLEANED FROM THE PIPELINES SHALL BE L. AGATE VALVE MUST BE INSTALLED WITHIN 20-FEET OF ALL FIRE HYDRANTS ON THE SAME WATER MAIN AS THE FIRE DETAILED WORKING DRAWINGS FOR APPROVAL BY THE IRCDUS'S ENGINEER OF RECORD AND IRCDUS. SUCH DRAWINGS RELEASE VALVES FOR WASTEWATER SHALL BE PER THE APPROVED MANUFACTURER'S PRODUCT LIST. REMOVED FROM THE JOB SITE. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM TO AWWA STANDARD HYDRANT. LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES, EXPANSION JOINTS, SHALL SHOW THE PIPINGB. THE FITTINGS SHALL BE THREADED. BELOW GROUND AIR RELEASE VALVES FOR WASTEWATER SHALL BE SPECIFICATIONS G605-94, OR LATEST EDITION, FOR PVC PIPE, WITH THE EXCEPTION THAT SPECIFICATIONS C-600-99, OR LATEST M. IT SHALL BE DEMONSTRATED THAT THE WATER DISTRIBUTION SYSTEM CAN SUPPLY THE REQUIRED DEMAND RATE AND FIRE HANGERS AND SUPPORTS, AND OTHER APPURTENANCES. WHERE SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE AS ON THE APPROVED MANUFACTURER'S PRODUCT LIST. AIR RELEASE VALVES FOR WATER LINES SHALL REVISION, FOR D.I.P, AND AWWA STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, FLOW PRIOR TO ACCEPTANCE BY IRCDUS, AND AN ON -SITE FIRE FLOW TEST SHALL BE CONDUCTED BY THE INDIAN RIVER SHOWN IN LARGE DETAIL WITH ALL NECESSARY DIMENSIONS. THE DRAWINGS SUBMITTED SHALL SHOW FLANGED BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. PRESSURE PUMPS AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR DESIGNATED REPRESENTATIVE SHALL BE COUNTY FIRE DEPARTMENT OR EMS. JOINTED SECTIONS PLACED SO AS TO BE REMOVABLE WITHOUT DISTURBANCE TO THE MAIN PIPE SECTIONS. PRESENT DURING ALL TESTING, TELEVISING, AND FINAL INSPECTIONS. . . ... N. SERVICE CONNECTIONS AND FITTINGS SHALL BE LOCATED OUTSIDE OF PAVEMENT, CONCRETE THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING CURB, AND/OR CONCRETE SIDEWALK AREAS UNLESS OTHERWISE APPROVED BY THE IRCDUS. MARKING FIRE HYDRANTS PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT 0. WATER MAINS AND SERVICES SHALL BE INSTALLED IN FRONT EASEMENTS OR IN DEDICATED RIGHTS -OF -WAY {NOT UNDER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL SPIRAL WRAPPED OR AFFIXED TO THE TOP OF FIRE HYDRANTS SHALL BE TRAFFIC TYPE, 5%" VALVE OPENING AND MANUFACTURED PER THE APPROVED AWWA STANDARD ALONG THE TEST SECTION, BUT NOT LESS THAN 150 PSI FOR WATER MAINS AND 100 PSIG FOR SEWER FORCE MAINS. THE CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE REQUIRED TEST PRESSURE. PAVEMENT) ACCESSIBLE TO MAINTENANCE EQUIPMENT. A. NUMBER A THE PIPE. SEE TRACE WIRE DETAIL M-14 FOR SPECIFICATIONS REGARDING INSTALLATION. MANUFACTURER'S PRODUCT LIST. FIRE HYDRANTS SHALL COMPLY WITH THE CURRENT SPECIFICATION C502-94, OR LATEST REVISION, FOR FIRE HYDRANTS FOR WATER WORKS SERVICE. EACH CORPORATION STOP AT LEAST 1 INCH IN DIAMETER, PIPE RISER AND ANGLE GLOVE VALVES SHALL BE PROVIDED AT EACH PIPE EARTHWORK AND BACKFILL B. TRACE WIRE IS REQUIRED OVER ALL PIPES. - MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES. TAPE IS TO BE INSTALLED 12" BELOW HYDRANT SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS ("DOG EARS") AND SHALL OPEN OF AMPLE LENGTH FOR 18" - ORDER TO BLEED AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE T F DEAD-END IN A COS O THESE ITEMS SHALL BE INCLUDED AS PART OF TESTING. A .EXCAVATION FOR ALL UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE ADEQUATELY GUARDED WITH BARRICADES AND C. A 2" WIDE PROPOSED FINISHED GRADE. BY TURNING TO THE LEFT (COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE CLEARANCE ABOVE CENTERLINE a HOSE NOZZLES AND ROADWAY. IT SHALL BE PROVIDED WITH TWO 2NG C. THE LEAKAGE TEST MAY BE CONDUCTED CONCURRENTLY WITH THE HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LIGHTS, SO AS TO PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS, CURBS, PARKWAYS AND OTHER ONE 4VZ PUMPER NOZZLE, ALL HAVING NATIONAL STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS LESS THAN 2 HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE REPAIRED AND LEAKAGE ELIMINATED PUBLIC PROPERTY DISTURBED IN THE COURSE OF THE WORK SHALL BE RESTORED IN A MANNER SATISFACTORY TO THE INSTALLATION ATTACHED BY CHAINS. OPERATING NUTS SHALL BE AWWA STANDARD (PENTAGONAL, MEASURING REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES THAT FAIL TO MEET TESTS SHALL BE REPAIRED AND RE -TESTED AS NECESSARY UNTIL SATISFACTORY TEST REQUIREMENTS ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND IRCDUS AND/OR PUBLIC WORKS. B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6-INCH DISTANCE BELOW THE PIPE INVERT TO THE OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS SPECIFICATION, THE PIPE SHALL BE n w LLB -PACKING. F RE HYDRANT SHALL BE POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED WITH -0-RING- I ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPE -LINES SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BOTTOM 12 INCHES ABOVE THE TOP OF THE A. UNLESS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND WITH THE PAINTED FEDERAL SAFETY RED. BY THE ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS REQUIRED. THE LINE SHALL BE FILLED WITH C. ALLRAVITY SEWER INSTALLATION PROCEDURES MUST BE IN ACCORDANCE WIDTH PE MANUFACTURER'S HANDLED AND INSTALLED APPLICABLE PROVISIONS OF AWWA STANDARD SPECIFICATIONS C605-94, OR LATEST REVISION. IF A CONFLICT EXISTS BACKFLOW PREVENTERS WATER AND ALL AIR REMOVED AND THE TEST PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR THE ENTIRE TEST PERIOD BY RECOMMENDATIONS. ALL GRAVITY SEWERS AND FORCE MAINS SHALL BE INSTALLED TO HAVE A MINIMUM DEPTH OF BETWEEN THE MANUFACTURER'S INSTRUCTIONS AND THE AWWA STANDARD SPECIFICATIONS, THE MEANS OF A FORCE PUMP TO BE FURNISHED BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR MEASURING 36-INCHES. INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. A MANUFACTURER'S INSTRUCTIONS SHALL GOVERN. THE CONTRACTOR SHALL USE EVERY PRECAUTION DURING ALL BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVEGROUND IN NON -TRAFFIC AREAS ON THE THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. MAXIMUM TOLERANCE OF VZ DIP WILL BE ACCEPTED IN GRAVITY SEWER CONSTRUCTION. A 2-INCH WIDE MAGNETIC I.D. TAPE CONSTRUCTION TO PROTECT THE PIPE AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, SMALL ANIMALS, E ER. ABOVEGROUND PIPING SHALL BE DUCTILE IRON. BRASS OR COPPER PIPE CUSTOMER'S SIDE OF THE M T U TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13 OF AWWA STANDARD IN THE VER ALL PIPES, 12-INCHES BELOW GRADE. �CED OLLL SHALL1. TO AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF THE PIPELINE. WHERE THE MAY BE USED FOR PIPE 2" IN DIAMETER OR SMALLER. BACKFLOW PREVENTERS SHALL BE OF REDUCED SPECIFICATION C-000-99, OR LATEST REVISION. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE'NUMBER OF BE KEPT A MINECESSARY FOR INSTALLATION OF THE PIPE AND SHALL COMPLYNCH TRENCH - TRENCHWIDT SHA MINIMUM GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE PRESSURE/DOUBLE CHECK TYPE WITH TWO (2) INDEPENDENTLY OPERATING CHECK VALVES, AND SHALL BE GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE DEWATERING EQUIPMENT. ALL PIPING SHALL BE PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OF RECORD AND DESIGNED TO OPERATE IN A HORIZONTAL FLOW MODE. AN INDEPENDENT RELIEF VALVE SHALL BE LOCATED L = ND X (P)1/2 7400 L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR PIPE. 2. BACKFILL - ONLY GOOD QUALITY BACKFILL, FREE OF STONES, HARDPAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR IRCDUS APPROVES WET TRENCH INSTALLATION. B. DEPTH OF COVER AND PIPE ELEVATION: UNLESS OTHERWISE SHOWN ON THE DRAWINGS, OR OTHERWISE BETWEEN THE TWO CHECK VALVES. REDUCED PRESSURE FEATURE SHALL BE INCLUDED IN ALL COMMERICAL APPLICATIONS. PREVENTERS SHALL BE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) N = NUMBER OF JOINTS IN THE SECTION TESTED OTHER DEBRIS THAT MIGHT BE DAMAGING TO THE PIPE SHALL BE USED. BACKFILL SHALL BE PLACED IN THE TRENCH IN AUTHORIZED BY THE IRCDUS, ALL PIPE SHALL HAVE A MINIMUM DEPTH OF COVER OF 36 INCHES. CONTRACTOR SHALL APPROVED AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. D = NOMINAL DIAMETER OF THE PIPE IN INCHES UNIFORM LIFTS OF 12-INCHES. ELEVATION AND TOP OF FINISHED GRADE ELEVATION FOR EVERY TWO JOINTS OF PIPE i P = AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. DETERMINE TOP OF PIPE INSTALLED USING A LEVEL. PIPE MUST HAVE THE MINIMUM COVER DESCRIBED ABOVE AND MUST BE WITHIN +/- 0.2 VALVE BOXES D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER FOR REVIEW AT LEAST FIVE (5) WORKING DAYS BACKFILL SHALL BE COMPACTED IN 12-INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF OF PIPE ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT MEET11 BEFORE STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND 98% OF MAXIMUM DENSITY IN ROADWAYS, SHOULDERS, AND EASEMENTS, IN ACCORDANCE WITH AASHTO SPECIFICATIONS FEET OF THE TOP THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT DOES MEET THESE REQUIREMENTS. CONTRACTOR SHAIRE A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE-PIECE VALVE BOXES WITH CAST IRON EQUIPMENT AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC TEST, UNLESS OTHERWISE DIRECTED BY THE T-180 AND ASTM D-2167. _ RECORD TOP OF PIPE AND TOP OF GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE COVERS AND SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS EXTENDED TO MATCH FINISHED ENGINEER. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PIPE COATING. LINES SHALL BE TOTALLY FREE AND CLEAN - 4. DEWATERING CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAYBE REQUIRED AS DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER OR HIS REPRESENTATIVE. ENGINEER RESERVES THE CONTRACTOR EXCAVATE AND CHECK TOP OF PIPE AND TOP OF GROUND ELEVATIONS TO SEE IF GRADE AS DIRECTED BY THE ENGINEER. THE BARREL SHALL BE ONE OR TWO-PIECE, SCREW TYPE, "WATER" MAINS, "SEWER" CAST PRIOR TO FINAL ACCEPTANCE. E. THE ENGINEER OR HIS REPRESENTATIVE MUST BE PRESENT DURING TESTING. NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND PUMPED TO SUITABLE PLACES FOR DISPOSAL, AS PERMITTED BY LOCAL AND STATE REGULATION. RIGHT TO HAVE THEY CONFORM TO THE AFOREMENTIONED REQUIREMENTS. HAVING 5%" SHAFT. COVERS SHALL HAVE CAST INTO THE TOP FOR WATER INTO THE TOP FOR WASTEWATER FORCE MAINS AND "REUSE" CAST INTO THE TOP FOR REUSE MAINS. ALL F. IF THRUST BLOCKS HAVE BEEN APPROVED FOR USE, THRUST BLOCKS SHALL NOT BE BACKFILLED UNTIL INSPECTED BY IRCDUS 5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK, I VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN 24 INCHES OF GRADE. INSPECTORS. PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES AND THE SAFETY OF EMPLOYEES. SHEETING AND BACKING WATER SERVICES POLYETHYLENE (PE) TUBING & PRESSURE PIPES B. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASE AND VALVE NAMEPLATE, WITH SUITABLE ADDITIONAL PRESSURE TESTING FOR POLYETHYLENE (PE) PIPES SHALL BE UNIFORMTO OSHA REQUIREMENTS. D. INSTALLATION FMAINS (SEWER OR REUSED WATER) SHALL BE IN ACCORDANCE WITH LATEST AWWA STANDARD SCOPE FOR POLYETHYLENE TUBING ANCHORS FOR CASTING IN CONCRETE. NAMEPLATE SHALL BE 3" DIAMETER BRONZE DISK WITH ENGRAVED LETTERING 1/8" DEEP, SHOWN ON THE DRAWINGS AND MANUFACTURED PER THE A. AT THE BEGINNING OF THE TESTING PERIOD, THOROUGHLY CLEAN ALL NEW PIPELINES BY WHATEVER MEANS NECESSARY, SPECIFICATIONS C- 600 AND THE INSTALLATION SPECIFICATIONS FOR WATER LINES IN THE WATER DISTRIBUTION SECTION, IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. A 2-INCH WIDE MAGNETIC I.D. TAPE AND TRACER WIRE SHALL BE PLACED THIS SECTION COVERS POLYETHYLENE PIPES AND FITTINGS FOR WATER SERVICES. APPROVED MANUFACTURER'S PRODUCT LIST. C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED IN DRAWING DETAIL M-5. IRCDUS INCLUDING FLUSHING, TO REMOVE ALL DIRT, STONES, PIECES OF WOOD, OTHER MATERIAL THAT MAY HAVE ENTERED DURINGCONTINUOUSLY IN THE TRENCH OVER ALL PIPES PER DETAIL M-14, 12-INCHES ABOVE PIPE. THE CONSTRUCTION PERIOD, AND ANY DIRTY OR DISCOLORED WATER FROM THE LINES. IF, AFTER THIS CLEANING, ANY 1. TRENCH - TRENCH WIDTH SHALL BE KEPT 70 A MINIMUM NECESSARY FOR PIPE INSTALLATION AND SHALL COMPLY WITH POLYETHYLENE TUBING 3 INCHES IN DIAMETER AND SMALLER MAY ELIMINATE CONCRETE PAD IN ASPHALT PAVEMENT. OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL DEBRIS CLEANED FROM THE LINES SHALL BE REMOVED FROM THE JOB CURRENT OSHA REQUIREMENTS, THE TRENCH BOTTOM SHALL BE GRADED AND ALIGNMENT SHALL BE PARALLEL WITH TUBING SHALL COMPLY WITH APPLICABLE REQUIREMENTS FOR PE 3408 EXTRUSION COMPOUND SITE. ROADWAY, WHERE POSSIBLE. A. POLYETHYLENE POLYETHYLENE PLASTIC MATERIAL AS STATED IN AWWA STANDARD SPECIFICATIONS C901-96, OR LATEST REVISION, CORPORATION STOPS B. ALL PE WATER MAINS SHALL BE FIELD-TESTED. THE CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAUGES, 2. BACKFILL - ONLY GOOD QUALITY BACKFILL, FREE OF STONES, ROOTS, ROCKS, BROKEN CEMENT OR OTHER MATERIAL THAT AND SHALL COMPLY WITH THE FOLLOWING: o HAVE A WORKING PRESSURE OF 200 PSI AT 73.4 F.3. A CORPORATION STOPS FOR CONNECTIONS TO DUCTILE IRON OR P.V.C. PIPING SHALL BE ALL BRASS OR PIPE OR AWWA TAPERED PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. THE CONTRACTOR SHALL PRESSURE TEST EACH WATER MAIN COMPLETION OF THE PIPE LAYING AND IOPERATIONS,INCLUDING UPON COMPL G BACKFILL NG PLACEMENT OF ANY REQUIRED MIGHT BE DAMAGING TO THE PIPE SHALL BE USED. BACKFILL MUST BE PUT IN THE TRENCH IN LIFTS. COMPACTION -ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. 1. TUBING SHALL 2. TUBING SURFACES SHALL BE GLASS SMOOTH, AND SHALL BE FREE FROM BUMPS AND IRREGULARITIES. MATERIALS BRONZE SUITABLE FOR 150 PSI OPERATING PRESSURE, SHALL BE IRON THREAD DESIGN, SHALL BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST, AND SHALL BE OF TEMPORARY ROADWAY SURFACING. BACKFILL SHALL BE COMPACTED IN 12-INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF MUST BE COMPLETELY HOMOGENEOUS AND UNIFORM IN APPEARANCE. SIZES REQUIRED AND/OR NOTED ON THE DRAWINGS. C. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING 98% OF MAXIMUM DENSITY IN ROADWAYS, SHOULDERS, AND EASEMENTS, IN ACCORDANCE WITH AASHTO SPECIFICATIONS 3. TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPOND WITH THE VALUES LISTED IN ASTM D-2239, WITH A B. SADDLES SHALL BE STAINLESS STEEL DOUBLE STRAP WITH EPDXY COATED IRON SADDLE AS PER THE PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT T-180 AND ASTM D-2167. STANDARD DIMENSION RATIO (SDR) OF 9. APPROVED MANUFACTURER'S PRODUCT LIST. ALONG THE TEST SECTION, BUT NOT LESS THAN 150 PSI FOR WATER MAINS AND 100 PSIG FOR SEWER FORCE MAINS. THE 4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAY BE REQUIRED, AS TUBING SHALL BE FULLY LABELED WITH BRAND NAME AND MANUFACTURER, NSF SEAL, SIZE, TYPE OF PLASTIC CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE REQUIRED TEST PRESSURE. NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND 4. MATERIAL, AND ASTM DESIGNATION WITH WHICH THE TUBING COMPLIES. 11 FLEXIBLE COUPLINGS CORPORATION STOP AT LEAST 1 INCH IN DIAMETER, PIPE RISER AND ANGLE GLOVE VALVES SHALL BE PROVIDED AT EACH PIPE PUMPED TO SUITABLE PLACES FOR DISPOSAL AS PERMITTED BY THE LOCAL, STATE OR WATER MANAGEMENT DISTRICT. DEAD-END IN ORDER TO BLEED AIR FROM THE LINE.DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF 5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK, JOINTS A. FLEXIBLE COUPLINGS SHALL BE EITHER THE SPLIT TYPE OR THE SLEEVE TYPE. THESE ITEMS SHALL BE INCLUDED AS PART OF TESTING. ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES AND THE SAFETY OF EMPLOYEES, SHEETING AND BRACING TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL 1. SPLIT TYPE COUPLING SHALL BE USED WITH ALL INTERIOR PIPING AND WITH EXTERIOR PIPING AS THE COUPLINGS ENGINEER OR A DESIGNATED REPRESENTATIVE. D. TESTING SHALL BE CONDUCTED AFTER BACKFILLING HAS BEEN COMPLETED AND BEFORE PLACEMENT OF PERMANENT SHALL BE UNIFORM TO OSHA REQUIREMENTS. . E. INSTALLATION OF WATER MAINS MUST BE IN ACCORDANCE WITH LATEST AWWA STANDARD A. JOINTS FOR POLYETHYLENE AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL ALSO BE USED FOR PE TUBING SERVICES. NOTEDSHALL MECHANICALLY ENGAGE AND LOCK GROOVED PIPE ENDS IN A POSITIVE COUPLE AND ALLOW . THE COUPLINGS SHALL BE MECHANICAL TYPE FOR RADIUS GROOVE PIPING. SURFACE. SPECIFICATIONS G 600 SERIES, IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. ALL B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATIONS UPON SUBMISSION OF SPECIFICATIONS AND FOR ANGULAR DEFLECTION AND CONTRACTION AND EXPANSION. E. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST OF THE PIPE SHALL CONFORM TO INSTALLATION PROCEDURES MUST ALSO BE IN CONFORMANCE WITH PIPE MANUFACTURER'S APPROVAL BY IRCDUS. 2. COUPLINGS SHALL CONSIST OF DUCTILE IRON, ASTM SPECIFICATION A47, GRADE 32510 HOUSING PLASTIC PIPE INSTITUTE (PPI) HANDBOOK OF POLYETHYLENE PIPE; INSPECTION, TESTS, AND SAFETY CONSIDERATIONS, UNLESS RECOMMENDATIONS. MINIMUM DEPTH OF COVER SHALL BE 36-INCHES. A 2-INCH WIDE CLAMPS IN TWO OR MORE PARTS, A SINGLE CHLORINATED BUTYL COMPOSITION SEALING GASKET OTHERWISE APPROVED BY THE ENGINEER. THE OPERATING SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC MAGNETIC I.D. TAPE SHALL BE PLACED CONTINUOUSLY IN THE TRENCH OVER ALL PIPES, 12- INSTALLATION WITH A "C" SHAPED CROSS-SECTION AND INTERNAL SEALING LIPS PROJECTING DIAGONALLY INWARD, TESTING, MONITORED MAKE-UP WATER TEST, TABLE 111, IS ON PAGES 24 AND 25 OF THE HANDBOOK. INCHES ABOVE PIPE. TRACE WIRE SHALL BE WRAPPED ON ALL PIPES, PER DETAIL M-14, AND TWO OR MORE OVAL TRACK HEAD TYPE BOLTS WITH HEXAGONAL HEAVY NUTS CONFORMING TO F. IN ANY TEST OF PIPE LAID DISCLOSED LEAKAGE OR SIGNIFICANT PRESSURE DROP GREATER THAN THE ALLOWED, THE VALVES, FITTINGS, AND ALL APPURTENANCES. ALLOWABLE DEFLECTION OF THE PIPE JOINTS AND A. BACKFILL SHALL BE FREE OF ROCKS AND DEBRIS. ASTM SPECIFICATION A183 AND A194 TO ASSEMBLE THE HOUSING CLAMPS. BOLTS AND NUTS SHALL CONTRACTOR SHALL, AT ITS OWN EXPENSE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT CURVATURE OF PVC PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. B. BENDING RADIUS SHALL BE LARGE ENOUGH SO THAT TUBING IS NOT CRIMPED OR DAMAGED AND SO THAT THE FLOW BE STAINLESS STEEL. E THAT MAY BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS. OF LEAKAGE 1. TRENCH -TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR PIPE INSTALLATION AND SHALL COMPLY WITH OF WATER IS NOT RESTRICTED. MANUFACTURER'S MINIMUM RADIUS RECOMMENDATIONS ARE TO BE UTILIZED DURING 3. SLEEVE TYPE COUPLINGS SHALL BE USED WITH ALL BURIED PIPING. THE COUPLINGS SHALL BE OF G. ALL VISIBLE LEAKS ARE TO BE REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE. LEALEARECORD CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED AND ALIGNMENT SHALL BE PARALLEL WITH INSTALLATION OF PE TUBING. DUCTILE IRON AND SHALL BE PER THE APPROVED MANUFACTURER'S PRODUCT LIST. THE COUPLING HTHE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER AND UTILITY INSPECTOR FOR REVIEW H. AT LEAST TEN (10) DAYS BEFORE STARTING THE TEST. ROADWAY, WHERE POSSIBLE. SHALL BE PROVIDED WITH STAINLESS STEEL BOLTS AND NUTS, UNLESS INDICATED OTHERWISE. 2. BACKFILL - ONLY GOOD QUALITY BACKFILL, FREE OF STONES, ROOTS, ROCKS, BROKEN CEMENT OR OTHER MATERIAL THAT MARKING 4. ALL COUPLINGS SHALL BE FURNISHED WITH THE PIPE STOP REMOVED. DISINFECTING POTABLE WATER PIPELINES MIGHT BE DAMAGING TO THE PIPE SHALL BE USED. BACKFILL MUST BE PUT IN THE TRENCH IN LIFTS. 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP THE 5. COUPLINGS SHALL BE PROVIDED WITH GASKETS OF A COMPOSITION SUITABLE FOR EXPOSURE TO BACKFILL SHALL BE COMPACTED IN 12-INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF A. NUMBER PIPE. SEE TRACE WIRE DETAIL M-16 FOR SPECIFICATIONS REGARDING INSTALLATION. THE LIQUID WITHIN THE PIPE. 6. DUCTILE IRON FOLLOWERS AND MIDDLE RINGS CONFORM TO ASTM A-536, GRADE 65-45-12, NSF-61 A. BEFORE BEING PLACED IN SERVICE, ALL POTABLE WATER PIPELINES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA 98% OF MAXIMUM DENSITY IN ROADWAYS, SHOULDERS, AND EASEMENTS, IN ACCORDANCE WITH AASHTO SPECIFICATIONS B. TRACE WIRE IS REQUIRED OVER ALL PIPES. I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES. TAPE IS TO BE INSTALLED 12" BELOW FUSION BONDED POWDER EPDXY COATING, TESTING PER AWWA C-219 (ANSI A21-11), RATING 200 PSI TO COMPRESSION TEST STANDARD SPECIFICATIONS C-651-99, OR LATEST REVISION. THE LOCATION OF THE CHLORINATION AND SAMPLING POINTS WILL BE AS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL UNCOVER AND BACKFILL TAPS FOR CHLORINATION AND SAMPLING, T-180 AND ASTM D-2167. 4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAY BE REQUIRED, AS C. A 2" WIDE MAGNETIC PROPOSED GRADE. WORKING PRESSURE PER AWWA C-219, COMPOUNDED GASKETS CONFORM ASTM D-395 METHOD A & B, APPROVED FOR WATER APPLICATION. AS REQUIRED. NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND B. THE GENERAL PROCEDURE FOR CHLORINATION SHALL BE FIRST TO FLUSH ALL DIRTY OR DISCOLORED WATER FROM THE LINES, PUMPED TO SUITABLE PLACES FOR DISPOSAL AS PERMITTED BY THE LOCAL, STATE OR WATER MANAGEMENT DISTRICT. AND THEN INTRODUCE CHLORINE IN APPROVED DOSAGES IN ACCORDANCE WITH TABLE 10-1 THROUGH A TAP AT ONE END, 5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK, VALVES AND APPURTENANCES WHILE WATER IS BEING WITHDRAWN AT THE OTHER END OF THE LINE. THE CHLORINE SOLUTIONS SHALL REMAIN IN THE PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES AND THE SAFETY OF EMPLOYEES. SHEETING AND BRACING MISCELLANEOUS PIPELINE FOR NO LESS THAN 24 HOURS. SHALL BE UNIFORM TO OSHA REQUIREMENTS. C. THE USE OF CHLORINE TABLETS IS STRICTLY PROHIBITED. GENERAL D. FOLLOWING THE CHLORINATION PERIOD, ALL TREATED WATER SHALL BE FLUSHED FROM THE LINES AT THEIR EXTREMITIES OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE PRODUCTS OF WELL -ESTABLISHED REPUTABLE AND REPLACED WITH WATER FROM THE DISTRIBUTION SYSTEM. THE CONTRACTOR'S LAB SHALL THEN MAKE BACTERIOLOGICAL A. ALL WHO ARE FULLY EXPERIENCED AND QUALIFIED IN THE MANUFACTURING OF THE PARTICULAR EQUIPMENTTO SAMPLING AND ANALYSIS OF THE REPLACEMENT WATER IN FULL ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C-651, REVISION. FIRMS THE EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE OR LATEST THE CONTRACTOR WILL BE REQUIRED TO RE -CHLORINATE, IF NECESSARY. THE LINE SHALL NOT BE BE FURNISHED. AND METHODS AND SHALL COMPLY WITH THESE SPECIFICATIONS AS APPLICABLE. PLACED IN SERVICE UNTIL ALL THE REQUIREMENTS OF THE STATE AND COUNTY ENVIRONMENTAL HEALTH DEPARTMENTS ARE MET. BEST PRACTICES B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE MAKER AND THE WORKING PRESSURE FOR WHICH E. SPECIAL DISINFECTING PROCEDURES SHALL BE USED IN CONNECTIONS TO EXISTING MAINS WHERE THE METHOD OUTLINED THEY ARE DESIGNED CAST IN RAISED LETTERS UPON SOME APPROPRIATE .PART OF THE BODY. ABOVE IS NOT PRACTICAL. MECHANICALC. ALL BURIED VALVES AND APPURTENANCES SHALL BE MECHANICAL JOINT. ALL ABOVEGROUNDIEXPOSED VALVES AND F. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY WITH AN INDEPENDENT COMMERCIAL LABORATORY APPURTENANCES SHALL BE FLANGED. APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL HEALTH FOR THE COLLECTION AND EXAMINATION OF SAMPLES OF D. GATE VALVES SHALL BE USED ON WATER, SEWER, AND REUSE MAINS. MAY BE USED IN LIFT STATION VALVE VAULTS AS APPROVED BY IRCDUS. WATER FROM DISINFECTED WATER MAINS. NOTE: THE CONTRACTOR MAY NOT COLLECT HIS OWN SAMPLES. THESE SAMPLES FOR COMPLIANCE WITH THE DEPARTMENT OF ENVIRONMENTAL HEALTH'S AND FLORIDA DEPARTMENT E. PLUG VALVES ON A CASE -BY -CASE BASIS MAY APPROVE VALVES AND APPURTENANCES OTHER THAN THOSE SHALL BE EXAMINED OF F. IRCDUS'S ENGINEER OUT IN THIS SECTION FOR USE. CRITERIA FOR APPROVAL SHALL INCLUDE THE ENVIRONMENTAL PROTECTION'S REQUIREMENTS. SAMPLING SHALL BE MADE DAILY AND CONTINUOUSLY UNTIL TWO EXAMINATIONS ARE FOUND SATISFACTORY. SHOULD ONE EXAMINATION BE FOUND UNSATISFACTORY, a SPECIFICALLY CALLED OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS SPECIFICALLY CALLED SUCCESSIVE THE LINE INTERCHANGEABILITY OF THE VALVE SHALL BE FLUSHED AND DISINFECTED AGAIN. CERTIFIED COPIES OF ALL LABORATORY ANALYSES SHALL BE PROVIDED TO THE 0 OUT IN THESE SPECIMATIONS. APPURTENANCES SHALL BE PAINTED PER THE APPROVED MANUFACTURERS PRODUCT IRCDUS. THE COST AL ALL SAMPLING, FLUSHING AND DISINFECTING SHALL BE INCLUDED IN THE CONTRACT PRICE. IRCDUS SHALL OPERATE VALVES AND TO G. ALL EXPOSED VALVES AND PAINTED BLUE, FORCE MAINS SHALL BE PAINTED GREEN, AND REUSE MAINS SHALL BE PERSONNEL ALL BE PRESENT DETERMINE AND CONTROL THE VOLUME OF WATER USED FOR i LIST. WATER MAINS SHALL BE FLUSHING. as HOURS BEFORE Dlccwc PAINTED PURPLE. jI ,, CALL TOLL FREE 1 (800) 432-477o CHRISTO E J. PONTELLO, FL PE# 55544 11 SUNSHINE STATE ONE CALL OF FLORIDA DATE. 20�i THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY R1GHI AND MAY NOT BE REPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER. IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK. THE SUCCESSOR PROFESSIONAL ENGINEER SHALL. ADHERE TO THE PROCEDURES OF SIG15-27 FAC. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. ® COPYRIGHT 2003 W.F. MCGUN & ASSOCIATES. INC. j M 2 7' i1f 0 z n. V ( IY -, ti 0 , N 7 cn Z w o F- Q Q = w Z O w Z 3: 0 Y U = w Q -i U 0101 01 01 v7 U) w U w U) UZ Z w w _ w Z N N w o m W o Now m z O H CO MOQ U zt z : p d) L0 C/) � OO pQ LLI > "i � O N (nw0w-�ti Q z = > U w Q �C �( W J¢= w O Q I- CO X_ Z6 w � O Qzaccoo0Y 000 U_ O 2`LN 2E~ w D w 0 V LL w > > 0 z z 2 (j) Z H O i- Q CO U w LL W (.) Q a- V Q Z 0 w J LL 0 W Z V) O W U Q It w Z SHEET OF 12 PROJECT No 07-104 TESTNG AND INSPECTION OF GRAVITY SEWERS GENERAL DESIGN DATA GRAVITY SANITARY SEWERS POLYVINYL CHLORIDE PIPE GRAVITY SEWERS TESTING OF GRAVITY SEWERS A. A MANHOLE SHALL BE CONSTRUCTED 20 FEET UPSTREAM OF THE LIFT STATION. THERE SCOPE THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR GRAVITY A. LEAKAGE TEST BY EXFILTRATION AND INFILTRATION, AS DESCRIBED BELOW, SHALL BE MADE SHALL BE ONLY ONE PIPE CONNECTION FROM THE MANHOLE TO THE LIFT STATION. THE PIPE BETWEEN THE LIFT STATION AND THE MANHOLE SHALL BE SDR-26 OR C-900 PVC PIPE. SANITARY SEWERS. ON ALL PIPES. UNLESS THE DOWNSTREAM INVERT ISA6 FT BELOW GRADE IN WHICH CASE DUCTILE IRON B. EXFILTRATION TESTS SHALL BE MADE ON ALL PIPES AFTER BACKFILLING. ALL SEWERS PIPE WILL BE REQUIRED IN ACCORDANCE WITH THESE SPECIFICATIONS. GENERAL SHALL BE TESTED SUCH THAT WATER IS FILLED TO THE RIM OF THE LOWEST MANHOLE BEING TESTED WITHIN EACH SECTION BEING TESTED, AS DIRECTED BY THE IRCDUS. MECHANICAL B. ALL SANITARY SEWERS SHALL BE CONSTRUCTED AS REQUIRED BY THE IRCDUS. DESIGN L BE ALLOWED FOR USE AS GRAVITY A. POLYVINYL CHLORIDE (PVC) PIPE SHALL PLUGS SHALL BE USED ON THE GRAVITY SEWER SYSTEM IN SUCH A MANNER THAT THE AIR TO BE DONE ACCORDING TO RECOMMENDED 10 STATE STANDARDS FOR WASTEWATER SEWER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE CAN BE RELEASED FROM THE SEWER WHILE IT IS BEING FILLED WITH WATER. THE TEST FACILITIES, LATEST EDITION, AND CURRENT REGULATORY AGENCIES REQUIREMENTS. PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS) SHALL BE CONTINUED FOR ONE HOUR AND PROVISIONS SHALL BE MADE FOR MEASURING MAY REQUIRE THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING THE AMOUNT OF WATER REQUIRED TO MAINTAIN THE WATER AT A CONSTANT LEVEL DURING C. GRAVITY SEWERS SHALL BE DESIGNED FOR ESTIMATED PEAK FLOW AT ULTIMATE CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL DURING CONSTRUCTION IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS THIS PERIOD. IF TEST RESULTS ARE UNSATISFACTORY THE ENGINEER AND/OR IRCDUS MAY DIRECT THAT ADDITIONAL TEST BE MADE ON ANY SECTION OR THE ENTIRE PIPE. DEVELOPMENT, WHICH SHALL BE THE PRODUCT OF A SELECTED PEAKING FACTOR AND THE PROJECTED OR KNOWN AVERAGE DAILY FLOW AT ULTIMATE SYSTEM DEVELOPMENT. UNSUITABLE FOR THE PARTICULAR APPLICATION. B. POLYVINYL CHLORIDE (PVC) GRAVITY SEWER PIPE CAN BE USED UP TO A DEPTH C. IF ANY JOINT SHOWS AN APPRECIABLE AMOUNT OF LEAKAGE, THE JOINTING MATERIAL SHALL BE REMOVED AND JOINT REMADE. IF ANY PIPE IS DEFECTIVE, IT SHALL BE REMOVED AND D. PROJECTIONS OF AVERAGE DAILY FLOW SHALL BE MADE USING A PER CAPITA SEWAGE FLOW OF 100 GALLONS PER DAY AND IN ACCORDANCE WITH INDIAN RIVER COUNTY OF SIXTEEN FEET AS SPECIFIED HEREIN. DUCTILE IRON PIPE SHALL BE USED FOR REPLACED. IF THE QUANTITY OF WATER REQUIRED TO MAINTAIN A CONSTANT LEVEL IN THE ORDINANCES. PEAK HOUR (DESIGN) FLOWS SHALL BE ESTIMATED USING A PEAKING DEPTHS GREATER THAN 16 FEET, EXCEPT WHERE OTHER MATERIAL IS SEWER FOR ONE HOUR DOES NOT EXCEED 100 GALLONS PER INCH OF DIAMETER PER DAY FACTOR AS OUTLINED WITHIN RECOMMENDED 10 STATE STANDARDS FOR WASTEWATER SPECIFICALLY SPECIFIED AND APPROVED IRCDUS'SOTHER ENGINEER. PER MILE OF SEWER AND IF ALL THE LEAKAGE IS NOT CONFINED TO A FEW JOINTS, THE FACILITIES, LATEST EDITION. GRAVITY SEWER PIPE AND FITTINGS WORKMANSHIP SHALL BE CONSIDERED SATISFACTORY. IF THE AMOUNT OF LEAKAGE INDICATES DEFECTIVE JOINTS OR BROKEN PIPES, THE CONTRACTOR SHALL CORRECT THEM. E. ALL SEWERS SHALL BE SIZED TO PROVIDE AMPLE CAPACITY FOR PEAK DESIGN FLOWS. THE MINIMUM ALLOWABLE PIPE SIZE SHALL BE 8-INCH FOR COLLECTION LINES AND 6-INCH A. GRAVITY SEWERS LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL D. PIPE SHALL BE TESTED FOR INFILTRATION AFTER THE BACKFILL HAS BEEN PLACED. TESTS SHALL BE MADE UNDER THE SUPERVISION OF THE ENGINEER AND FOR SERVICE LATERALS. SEWERS SHALL BE DESIGNED AT SLOPES PROVIDING MINIMUM VELOCITIES OF 2 FEET PER SECOND WHEN FLOWING FULL OR HALF -FULL, USING A CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D3034-SDR26. FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL INFILTRATION IRCDUS. THE LENGTH OF LINE TO BE TESTED SHALL BE AS DIRECTED BY THE ENGINEER IRCDUS. THE ALLOWABLE SHALL BE 100 GALLONS PER [NCH OF MANNING'5 ROUGHNESS COEFFICIENT (N) OF 0.013 FOR DUCTILE IRON PIPE AND 0.012 FOR POLYVINYL CHLORIDE PIPE. IN MINIMUM SLOPES SHALL BE CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE DAND/OR IAMETER PER DAY PER MILE OF EWERRATION PROVIDED OR SEWER SIZES 8-INCH OL36-INCH OR PING APPROVED IRCDUS: INSTALLED. E. RATE OF INFILTRATION SHALL BE DETERMINED BY MEANS OF V-NOTCH WEIRS, PIPE SPIGOT PIPE DIP PVC B. IN ADDITION TO THE REQUIREMENTS OF ASTM SPECIFICATIONS, THE PIPE SHALL OR BY PLUGS IN THE END OF THE PIPE, TO BE PROVIDED AND INSTALLED BY THE DIAMETER (INCHES) N = 0.013 N = 0.012 NOT BE OUT -OF -ROUND OR CROOKED IN ALIGNMENT AS DETERMINED BY THE CONTRACTOR IN AN APPROVED MANNER AND AT SUCH TIMES AND LOCATIONS AS MAY BE 8 0.40% 0.34% ENGINEER. ANY LENGTH OF PIPE 6 INCHES OR GREATER IN DIAMETER WHOSE DIRECTED BY THE ENGINEER AND/OR IRCDUS. 10 0.28% 0.24% 0.19% INSIDE DIAMETERS MEASURED AT RIGHT ANGLES TO EACH OTHER VARY MORE F. IN AN INSPECTION OF THE COMPLETED SEWER OR ANY PART THEREOF SHOWS ANY 12 0.22% 15 0.15% 0.13% THAN %INCH MAY BE REJECTED. MANHOLES, PIPES OR JOINTS THAT ALLOW THE INFILTRATION OF WATER IN A NOTICEABLE 18 0.12% 0.10% CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND STREAM OR JET, THE DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED OR REPAIRED, AS 21 0.10% 0.09% 0.08% 0.07% C. POLYVINYL SHALL BE ON THE APPROVED MANUFACTURER'S PRODUCT LIST. DIRECTED BY THE ENGINEER AND/OR IRCDUS. 24 F. MANHOLES SHALL BE INSTALLED AT THE END OF EACH LINE, AT ALL CHANGES IN GRADE, G. LEAKAGE BETWEEN TWO ADJACENT MANHOLES MAY BE DOUBLE THE AMOUNT SIZE OR ALIGNMENT, AT ALL JUNCTIONS (EXCLUDING SERVICE LATERALS) AND AT D. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION ABOVE STATED, PROVIDED THE AVERAGE LEAKAGE FOR A TOTAL LENGTH OF ANY SIZE DOES DISTANCES NO GREATER THAN 400 FEET APART. 784 MATERIALS SHALL BE STORED IN 1 TYPE 1 GRADE 1 (12454-B). ALL P.V.C. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS (NOT IN DIRECT NOT EXCEED THE AMOUNT FIRST STATED AND PROVIDED THERE ARE NOT GUSHING OR SPURTING LEAKS. G. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES UNLESS SUNLIGHT). PVC PIPE AND FITTINGS, WHICH SHOW SIGNS OF ULTRAVIOLET APPROVED BY IRCDUS. IRCDUS WILL DIRECT INDUSTRIAL WASTEWATER INTO MANHOLES DEGRADATION, ARE CONSIDERED SUBSTANDARD AND UNFIT FOR USE, AND WILL H. ALL WATER USED IN TESTING AND FLUSHING SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE MINIMUM AMOUNT OF WATER TO BE USED IS TWO (2) TIMES THE VOLUME OF ON CASE -BY -CASE BASIS. H. GRAVITY SEWERS MUST BE INSTALLED IN FRONT (UNDER DRIVEWAY/ROADWAY BE REJECTED BY THE IRCDUS'S ENGINEER. THE PIPE. PAVEMENT) OF NEW BUILDINGS AND/OR UNDER ROADWAY PAVEMENT IN DEDICATED RIGHTS -OF -WAY, ALL ACCESSIBLE TO MAINTENANCE EQUIPMENT. E. ALL WYES, FITTINGS, LATERALS, AND MANHOLE COUPLINGS SHALL BE I. THE CONTRACTOR MAY USE AN AIR TEST IN LIEU OF THE TEST AS MANUFACTURED BY SAME MANUFACTURING COMPANY AS THE PIPE OR PROPOSED SUBMIT HIS P DESCRIBED ABOVE. IF HE ELECTS TO DO THIS, HE SHALL SUBM17 HIS PROPOSED I. GRAVITY MAINS SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM ANY EXISTINGOR SEE APPROVED MANUFACTURER'S PRODUCT LIST. ADAPTERS APPROVED EQUAL, S METHOD TO THE ENGINEER AND/OR IRCDUS FOR APPROVAL. PROPOSED STRUCTURE (WALLS, TREES, TRANSFORMER PADS, ETC.). SHALL BE COMPATIBLE TO THE APPROVED PIPE AND APPURTENANCES. ALL JOINTS SHALL BE RUBBER GASKETED. J. IF THE RESULTS OF THE AIR TEST ARE UNSATISFACTORY, AS DETERMINED BY THE COUNTY, HORIZONTAL SEPARATION THE CONTRACTOR SHALL BE REQUIRED TO PERFORM THE EXFILTRATION TEST AS OUTLINED A. ALL WATER AND/OR SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL - F. THE PIPE SHALL BE GREEN IN COLOR. ABOVE. SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM K. AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE ANY PERMANENT ABOVE GROUND STRUCTURES (I.E., WALLS, TREES, TRANSFORMER PIPE JOINT SEALS ENTIRE INSIDE OF THE PIPE BY FLUSHING WITH WATER OR OTHER MEANS TO REMOVE ALL PADS, ETC.). A. J OINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH DIRT, STONES, AND PIECES OF WOOD OR OTHER MATERIAL THAT MAY HAVE ENTERED DURING THE CONSTRUCTION PERIOD. DEBRIS CLEANED FROM THE LINES SHALL BE REMOVED B. A MINIMUM 4-FEET SEPARATION IS REQUIRED BETWEEN WATER/SEWER UTILITIES AND ASTM DESIGNATION 03212. FROM THE LOWEST OUTLET. IF, AFTER THIS OUTLET CLEANING, OBSTRUCTIONS REMAIN, OTHER UNDERGROUND UTILITIES SUCH AS TELEPHONE, GAS, CABLE, IRRIGATION, ETC. B. THE JOINT SHALL REMAIN SEALED BY ITS OWN COMPRESSION. -ADHESIVES THEY SHALL BE REMOVED. AFTER THE PIPE IS GLEANED AND IF THE GROUNDWATER LEVEL IS ABOVE THE PIPE, OR FOLLOWING A HEAVY RAIN, THE IRCDUS WILL EXAMINE THE PIPE FOR C. ALL WATER AND/OR SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SHALL NOT BE NECESSARY TO WELD OR FUSE THE GASKETS TOGETHER. LEAKS. IF DEFECTIVE PIPES OR JOINTS ARE DISCOVERED AT THIS TIME, THE CONTRACTOR SEPARATION EQUAL TO 2 TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF BANK OF ANY BODIES OF WATER (I.E., STORM WATER PONDS, SHALL REPAIR THEM AT HIS EXPENSE. C THE COMPRESSIVE STRESS WHICH IS DEVELOPED IN THE GASKET MATERIAL SHALL BE AS HIGH AS IS PERMITTED BY THE STRENGTH OF THE BELL IN RING L. UPON COMPLETION OF THE WORK, THE SEWER SYSTEM OR SELECTED SECTIONS THEREIN SHALL BE SUBJECTED TO A FINAL TEST AND INSPECTION. ALL WORK IN THE SYSTEM OR CANALS, ETC.). D. ALL WATER AND/OR SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM TENSION, WITH DUE REGARD TO FACTOR OF SAFETY, AND THIS STRESS SHALL BE AT ITS MAXIMUM VALUE WHEN THE JOINT IS COMPLETELY ASSEMBLED. SECTIONS THEREIN BEING TESTED SHALL BE COMPLETE, CLEANED AND READY FOR USE. TESTS SHALL BE AS SPECIFIED HEREIN AND SHALL MEET ALL REQUIREMENTS AS TO LINE, HORIZONTAL SEPARATION OF 10 FEET EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN. IF SUCH HORIZONTAL SEPARATION CANNOT ME MAINTAINED, A VERTICAL GRADE, CLEAN UNES, INFILTRATION, EXFILTRATION AND WORKMANSHIP. SEPARATION OF 18" MUST BE MAINTAINED WITH THE WATER MAIN INSTALLED OVER THE RETROFITTING SEWER LATERALS CONFLICTING UTILITY WHEREVER POSSIBLE UNLESS OTHERWISE DIRECTED BY THE M. INSPECTION OF MAINS SHALL BE BY USE OF A SELF-CONTAINED TELEVISION SYSTEM IRCUD. GRAVITY SEWER SYSTEMS SHALL BE DESIGNED SUCH THAT LATERALS ARE PROVIDED 70 SERVE ALL UNITS AND LOTS. IN CASES WHERE SEWER LATERALS AND LAMPING UPON SATISFACTORY COMPLETION AND ACCEPTANCE OF FINAL ROAD BASE MATERIAL. THE FACILITIES SHALL BE PROVIDED AND OPERATED BY THE E. WHERE THIS SEPARATION STATEMENT CONFLICTS WITH FDEP GUIDELINES, THE MORE MUST BE ADDED TO A GRAVITY SEWER MAIN, CONNECTIONS SHALL BE MADE BY CONTRACTOR AS SPECIFIED BELOW: THE CONTRACTOR SHALL PROVIDE THE IRCDUS WITH RESTRICTIVE SHALL APPLY. VIDEOTAPE RECORDINGS, ON VMS FORMAT, OF THE INTERIOR OF ALL MAIN LINE GRAVITY INSTALLING A SEWER SERVICE WYE BRANCH AND A SLEEVE -TYPE ADAPTER, WHICHEVER IS SPECIFIED SEWERS AND THE INTERIOR OF ALL SEWER LATERALS. THE TAPES SHALL BE CONTAINED IN AN APPROVED CARTRIDGE -TYPE CONTAINER. THE TAPES SHALL BE RECORDED BY PULLING A VERTICAL SEPARATION BY. IRCDUS FOR THE PARTICULAR APPLICATION. TELEVISION CAMERA THROUGH THE LINE ALONG THE AXIS OF THE PIPE. THE TELEVISION A. MAINTAIN 18' VERTICAL CLEARANCE BETWEEN ANY WATER/SEWER UTILITY AND ANY EQUIPMENT SHALL CONSIST OF A SELF-CONTAINED CAMERA AND A MONITORING UNIT OTHER UNDERGROUND UTILITIES SUCH AS TELEPHONE, GAS, CABLE, IRRIGATION, ETC. SUBMITTALS CONNECTED BY A COAXIAL CABLE. THESE RECORDINGS SHALL BE DONE DURING THE INSPECTION OF THE MAINS. MONITORS SHALL BE AVAILABLE TO THE ENGINEER AND OWNER BEFORE STARTING FABRICATION OF THE PVC PIPE AND FITTINGS, THE DURING THESE INSPECTIONS. MONITORS SHALL ALSO BE PROVIDED WITH A "POLAROID" TYPE CONTRACTOR SHALL SUBMIT COMPLETE DETAILED WORKING DRAWINGS FOR CAMERA SO THAT AS MAY BE REQUESTED BY THE ENGINEER, PHOTOGRAPHS SHALL BE MADE APPROVAL BY THE ENGINEER OR IRCDUS. SUCH DRAWINGS SHALL SHOW THE OF A PARTICULAR PORTION OF THE MAIN BEING VIEWED. THE TAPES SHALL BE PROPERLY PIPING LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES, EXPOSED AND THE CAMERA SHALL BE IN PROPER FOCUS SO THAT GOOD, CLEAR RECORDINGS SHOWING DETAIL ARE PRODUCED. TAPES SHALL BE IDENTIFIED BY AUDIO EXPANSION JOINTS, HANGERS AND SUPPORTS, AND OTHER APPURTENANCES.' RECORDINGS NOTING THE MANHOLE NUMBERS, DISTANCES TO SERVICE LATERAL WHERE- SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE SHOWN IN LARGE CONNECTIONS, DIRECTION OF LATERAL CONNECTION AND ANY LEAKS, CRACKS OR PIPE DETAIL WITH ALL NECESSARY DIMENSIONS. DEFECTS. EACH CARTRIDGE SHALL BE CLEARLY MARKED AS TO THE CONTENTS AND NUMBER. WITHAN INDEX OF ALL CARTRIDGES. VIDEOTAPES OF THE COMPLETED MAINS MARKING SHALL BE DELIVERED TO IRCDUS. THE CONTRACTOR SHALL PROVIDE ANY ASSISTANCE REQUIRED THE IRCDUS OR THE ENGINEER OF RECORD. A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL MFOR SPECIFICATIONS REGARDING INSTALLATION B. TRACE WIRE IS REQUIRED OVER ALL PIPES C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER AIL PIPES. TAPE IS TO BE INSTALLED 12" BELOW PROPOSED GRADE. INSTALLATION A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS SPECIFICATION, THE PIPE SHALL BE HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR SHALL USE EVERY PRECAUTION DURING CONSTRUCTION TO PROTECT THE PIPE AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, SMALL ANIMALS, AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF THE PIPELINE. WHERE THE GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE DEWATERING EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. ALL PIPING SHALL BE . PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OR IRCDUS APPROVES WET TRENCH INSTALLATION. B. DEPTH OF COVER AND PIPE ELEVATION: UNLESS OTHERWISE SHOWN ON THE DRAWINGS, OR OTHERWISE AUTHORIZED BY THE ENGINEER, ALL PIPE SHALL HAVE A MINIMUM COVER OF 36 INCHES. CONTRACTOR SHALL DETERMINE TOP OF PIPE ELEVATION AND TOP OF GROUND ELEVATION FOR EVERY TWO JOINTS OF PIPE INSTALLED USING A LEVEL. PIPE MUST HAVE THE MINIMUM COVER DESCRIBED ABOVE AND MUST BE WITHIN +/- 0.2 FEET OF THE TOP OF PIPE ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT MEET THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT MEETS THESE REQUIREMENTS. CONTRACTOR SHALL RECORD TOP OF PIPE AND TOP OF D THE LOCATIONS OF WHERE THESE ELEVATIONS WERE I � EROSION AND SEDIMENTATION CONTROL NOTES GENERAL NOTES: SCOPE CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH 1 • CROSSINGS MAY DRILLED & BORED OR DIRECTIONAL BORED USING H.D.P.E. IN LIUE OF OPEN CUT AT ALL LOCATIONS. PVC MAY BE UTILITIZED AT ALL ROAD MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS CROSSINGS, IN LIUE OF DIP PROVIDED 42" OF COVER IS MAINTAINED. SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL 2. THERE ARE NO GRAVITY SEWER SYSTEMS IN VICINITY OF PROJECT. PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND 3• ALL WATER SERVICE LOCATIONS SHALL BE DERTIMINED BY CONTRACTOR; BASED ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED ON CONFLICTS AND LAND OWNERS REQUEST. SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. 4. WATER SERVICES MAY BE USED TO OBTAIN TEMPORARY SAMPLES. MINIMUM STANDARDS 5 NO WATER IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS RECIEVED 1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO FROM F.D.E.P. TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL 6, BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE. RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, AND FITTINGS PER I.R.C. 7• STANDARDS. 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR IS MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT 8. RESPONSIBLE FOR EXACT FIELD LOCATION. SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. ALL HARD SURFACE DRIVES TO BE DRILLED AND BORED. IF DRIVEWAY IS DAMAGED, 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN 9. BE BORED, ENTIRE SECTION OF CONCRETE FROM CUT TO PAVEMENT DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHEOR SHALLLL BBE REPLACED. R SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL 10 REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO ALL EXISTING SIGNAGE SHALL BE RESTORED IN KIND. AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 11. FINAL GRADE OF RESTORATION SHALL BE 2" BELOW SODDED GRADE TO ALLOW 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH FOR SO DIFFERENTIAL. SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY 12' ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED INTO REAR YARD DITCHES. TRANSPORTED FROM THE PROJECT SITE. 13, FLUSHING INTO FRONT YARD SWALES IS FORBIDDEN. 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE ONE R.O.W. OF BAHIA SOD SHALL BE PLANTED AT EDGE OF ROAD, IF DISTURBED. PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A 14. GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO ALL DRIVEWAY AND ROAD CROSSINGS MAY BE DIRECTIONAL BORED USING H.D.P.E. SURVIVE AND WILL INHIBIT EROSION. (IN LIEU OF DRILL & BORE OR OPEN CUT) & RESTORE IN KIND. 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND LOCATION OF GATE VALVES & FITTINGS SHALL BE ADJUSTED AS REQUIRED TO DIVERSIONS IMMEDIATELY AFTER INSTALLATION. AVOID DISTURBANCE OF ROAD PAVEMENT. LOCATION ADJUSTMENTS SHALL BE MADE ONLY AFTER OBTAINING APPROVAL FROM THE ENGINEER OF RECORD. 7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN. i 8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. �. 10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED, 11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. I 12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. . 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE l I WATERCOURSE IS COMPLETED. j 16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. 17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN j ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTRIBUTING ACTIVITIES. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION. 21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. 22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS. Z Q' 0 N 0 Q w z z Y U w 0 U 0 � GROUND ELEVATIONS t% DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER. ENGINEER RESERVES THE RIGHT TO HAVE CONTRACTOR EXCAVATE AND CHECK TOP OF PIPE AND TOP OF GROUND ELEVATIONS TO SEE IF THEY CONFORM TO THE AFOREMENTIONED REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 (800) 432-4770 CHRISTOPHE4. � NTELLO, FL PE# 55544 SUNSHINE STATE ONE CALL OF FLORIDA DATE. Q 2D07 ® COPYRIGHT 2003 W.F. McCALN de ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FILECHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER. IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK. THE SUCCESSOR PROFESSIONAL. ENGINEER SHALL ADHERE TO THE PROCEDURES OF 81G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. fS PROTECTED BY COMMON LAW CDPY Ron AND MAY NOT BE REPRODUCED IN ANY Mao' WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. co w U w V) UZ 0 Zw w w Z Z N O w o o rn ~ Q Z 0 Z H M o 0 Qp Uzo��ro w 5 , 0 O 0 ui - ti OJ � � R 5 N ^ Z LL N Q Z o >v jI,- otS<Q=wOQ Z LL U 0 M a ll ;i O Q - VO ,Qow LL N> IW w J O U LL cl) > w > Q 0 z z V Z � > 0 J LL W cl) 0 U a >_ I- Z SHEET �l 2 OF 12 PROJECT No 07-104