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Home My WebLink About2007 - (#48) Hyatt Commercial Site PlanA COMMERC,IAL/RESIDENTIAL SITE PLAN SECTION 20.- TOWNSHIP 31 S, RANGE 39 E INDIAN RliVER COUNTY 7 LOCATION MAP N.T.S. 1 '3ITE ONING CG iTURE L.U. C/I VICINITY MAP N.T.S. JANUARY 2007 ENGINEER FLORIDA 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 OWNER NELSON HYATT '3305 E. DAIRY DRIVE SEBASTIAN, FL. 32970 PH: 772-388-5002 I NDEX OF DRAWINGS 1. COVER SHEET 2. EXISTING CONDITIONS 3. SITE PLAN 4. PAS ING, GRADING AND DRAINAGE PLAN 5. UTILITY PLAN 6 LANDSCAPE PLAN 6A. LANDSCAPE PLAN 7. CONSTRUCTION DETAILS 8. WATER SYSTEMDETAILS 9. SEWER SYSTEM DETAILS 10. WATER SYSTEM SPECIFICATIONS 11. SANITARY SEWER SPECIFICATIONS 1 OF 12 ENGINEER'S PROJECT NO. 06-208 SHEET ENGINEER W. F. MCCAIN & ASSOC., INC. 1171 19TH ST VERO BEACH, FLORIDA 32960 PHONE 772-770-1093 FAX 772-770-1508 OWNER NELSON HYATT JR. 3305 E. DAIRY DR. SEBASTIAN, FL., 32970 PHONE - 772-388-5002 SURVEYOR DAVID M. JONES PROFESSIONAL SURVEYOR & MAPPER VERO BEACH, FL 32960 PHONE-772-567-9875 FAX-772-567-9172 SITE ADDRESS BARBER ST. ZONING CG FUTURE LAND USE C/I BUILDING HEIGHT 35' PROPOSED - 35' MAX SITE DATA SITE AREA = 28,850 SF = 0.66 AC PAVEMENT = 10,576 SF BUILDING AREA = 3,000 SF=0.07AC=10.40% SIDEWALKS = 300 SF TOTAL IMPERVIOUS=13,876 SF = 0.32 AC-- 48.09% TOTAL PERVIOUS = 14,974 SF= 0.34 AC = 51.91% SETBACKS FRONT = 6 FT. SIDE = 5 FT. REAR = 10 FT. DESIGN PARAMETERS MAXIMUM F.A.R.--60% MAXIMUM BUILDING COVERAGE=30% MINIMUM OPEN SPACE=20% MAXIMUM IMPERVIOUS SURFACE=80% MINIMUM LOT SIZE=10,000 SF = 0.23 AC. MAXIMUM BUILDING HEIGHT = 35 FT. LANDSCAPE BUFFER PERIMETER (ALL SIDES)=10 FT. GENERAL DESCRIPTION THE PROPOSED SITE PLAN CALLS FOR THE CONSTRUCTION OF A 3,000 S.F. RETAIL SPACE AND TWO 1,500 SF RESIDENTIAL APARTMENTS. THIS WILL BE A TWO STORY BUILDING NOT TO EXCEED 35 FT. IN HEIGHT. FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "X" BASE PER FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP NUMBER 12061CO079 F. MAP INDEX DATE JULY 2, 1992. COMMUNITY PANEL 120119. TRAFFIC DATA 2 APTS@6.72 & 1 RETAIL@284.1=297.54 TRIPS/DAY = 298 TRIPS/DAY TOTAL DAILY TRIPS = 298 TRIPS/DAY WASTEWATER DATA CONNECT TO EXISTING FORCE MAIN ON BARBER ST. WATER SOURCE CONNECT TO EXISTING WATER MAIN ON BARBER ST. STORMWATER CONSTRUCT ON -SITE RETENTION POND AND SWALES. TAX PARCEL I.D. NO. 31392000000700000003.8 PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL • CITY OF SEBASTIAN LAND CLEARING PERMIT CITY OF SEBASTIAN STORMWATER PERMIT CITY OF SEBASTIAN RIGHT-OF-WAY PERMIT CITY OF SEBASTIAN CONCURRENCY CERTIFICATE CITY OF SEBASTIAN UTILITIES PERMIT S.J.R.W.M.D. ENVIRONMENTAL RESOURCE PERMIT F.D.E.P. WASTEWATER COLLECTION PERMIT F.D.E.P. WATER CONNECTION PERMIT F.D.E.P. NOTICE OF INTENT TO USE GENERIC PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES PROJECT TIMETABLE START DATE: MAY. 2007, COMPLETION DATE: FEB. 2008. NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE ENGINEER CHRIST015F-LF;zR J. PONTELLO, FL PE# 55544 DATE: 'JAN 11 20 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 (A(z 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. CURVE DELTA ANGLE C 1 26'47'37" C 2 13*30'16" C 3 26'47'37" C 4 17'45'20" C 5 18.11'05" C 6 26*19'25" LINE BEARING L 1 N 26'01'15"W L 2 S 25'59'42"E L 3 S 00'47'55"W L 4 S 63'49'22"W L 5 S 25'46' 41 "E L 6 S 63'49'22"W RADIUS ARC TANGENT CHORD CHORD BEARING 320.00' 149.64' 76.22' 148.28' N 77'24'06"E 540.00' 127.28' 63.93' 126.98' N 84'02'48"E 360.00' 168.35' 85.74' 166.82' N 77'24'06"E 215.00' 66.63' 33.58' 66.36' N 80'32'48"W 375.00' 119.02' 60.01' 118.52' N 80'45'41 "W 375.00' 172.29' 87.69' 170.78' S 76'59'05"W DISTANCE 16.66' 40.00' 40.00' 15.69' 10.00' 20.00' OVERHEAD ELECTRIC LINES -_ VU __--- re FM FM FM FM FM FM FM FM\ EASEMENT PER � ORB 836, PGA-233T� EASEMENT PER ��4* - ORB 1084, PG 1663 ��►� �/ j/ j// 16.44 14.83 BARBER STRI OU NIUH I Ur WAT W - .W .� 10.6 z O U) W v co a a c6 M U ? ? w U U O U p p z z Y U W W = Q U 0 p U p W UU) 0 z Z R w w z W w QQ H UZ w O2 0 z Q w W z z Q Z -' Q U UZ U `) z 0 i= LL J O w Q O z z 0) rn > M CM � j Q O � W p r; to iE o - TC0O^o 2 V- t. N 0.) v r- �c.iVJ�XX... i m O Q O a w U) O Z O -1 J J J Z Z O O LEGEND \ 4" DEEP TRENCH Y \ CONTAINED ON -SITE WITH TURBIDITY BARRIERS UPSTREAM OF OUTFALL PIPES. 4" TOE IN FLAP STING GRADE BASED ON A SURVEY BY DAVID M. JONES P.S.M. INC CATCH BASIN PROFESSIONAL SURVEYOR & MAPPER Vr i- Z Q COLIGHT FLUSH WITH GROUND DATED FEB 5 2003. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE Z > W ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT > W PERIMETER EROSION AND SEDIMENT CONTROL POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF cc YY FIRE HYDRANT CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY G Of • IRON ROD AS NOTED *DESCRIPTION: NOTES: NONERODIBLE COVER MATERIALS. a 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES, A TEMPORARY STREAM FOUND NAIL PARCEL 1 cs 1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT i< SITE ONTO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. W O Commencing at the Southeast corner of Section 20. Township 31 South, Range P A C TABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND 14. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE (n t� POWER POLE VGFE��t I�N �BH�P. FOUND CONCRETE MONUMENT 39 East; thence North 00 degrees 33 minutes 15 seconds East; thence North WATERCOURSE IS COMPLETED. SANITARY MANHOLE 89 degrees 40 minutes 45 seconds West. a distance of 380.84 feet to the 2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY �j SA POINT OF BEGINNING; thence continuing West along said line, a distance ACCUMULATED SILT. 15. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST 8E PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL of 449.76 feet; thence North 26 degrees 01 mirute 15 seconds West, a BE CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL ® TELEPHONE PEDESTAL distance of 16.66 feet; thence North 64 degrees 00 minutes 18 seconds 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 CM WATER METER East, a distance of 53.32 feet to the point of curvature of a tangent 2 FABRIC FENCE SILT -BARRIER curve, concave to the South, havinga radius of 320.00 feet and a N.T.S. ADDITION TO OTHER APPLICABLE CRITERIA: + WATER VALVE central angle of 26 degrees 47 mintes 37 seconds; thence East along 2 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS A EX MORE THAN MATERIAL LINEAR FEET OF TRENCH MAY HI OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. said curve, a distance of 149.64 feet; thence South 69 degrees 12 minutes AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE curvature of APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN C. EFFLUENT FROM DEWATERINGDEVICE, OPERATIONS SHALL HA FILTERED OR PASSED THROUGH AN APPROVED TELEPHONE MANHOLE 05 seconds East, a distance of 119.08 feet to the point o UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY Q a tangent curve, concave to the North. having a rod:us of 540.00 feet AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. �i TRAFFIC SIGN ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. 0 and a central angle of 13 degrees 30 minutes 16 seconds; thence East D. RESTABIUZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. J NGVD -NATIONAL GEODETIC along said curve, a distance of 127.28 feet; thence South 12 degrees 4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABIUZED OR PROTECTED WITH 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE O SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, WHERE 40 minutes 32 seconds East, a distance of 86.83 feet to the POINT OF PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD ♦ ♦ `J VERTICAL DATUM BEGINNING. EROSION AND SEDIMENTATION CONTROL NOTES TRANSPORTED FROM THE PROJECT SITE. SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE v OAK TREE WITH SIZE 5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO MAP No. CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS W ACTIVITIES. z INV - INVERT 12061CO079 F, DATED JULY 2, 1992. COMMUNITY PANEL 120119. MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO ION SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF SURVIVE AND WILL INHIBIT EROSION. PROVISION SHALL APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTRIBUTING GOV'T - GOVERNMENT FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL. BIOLOGICAL AND CHEMICAL 6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS. REDUCE HYDRA ILIC CAPACITY OF DIVERSIONS IMMEDIATELY AFTER INSTALLATION. AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE LONGEERR DAYS 0 ® OPINION OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION ELECTRIC BOX WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND 7. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY. S POSITION OF NEEDED, 1N THE ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY. O U LIGHT POLE SURVEYOR'S NOTES: SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN 19. MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. TEMPORARY ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM Il' 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AN SEDIMENT DISPOSITION AND EROSION. W 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE 20. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. > o FOUND IRON PIPE AS NOTED DECIMAL PARTS THEREOF. MINIMUM STANDARDS PROVIDED. 21. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101 Q GATE VALVE (SEWER) " 1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO 10. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM DITCH OR CHANNEL ALL ) 2. THE EAST LINE OF SUBJECT PARCEL BEARS S 12'40 32 E � 102 AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. AND ALL OTHER BEARINGS ARE RELATIVE THERETO TRAP SEDIMENT SHALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT 22. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA Q z BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTRIBUTIh`G ACTIVITY AND SHALL . SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR DUE TO SITE SPECIFIC CONDITIONS. PINE TREE WITH SIZE 2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF OTHERWISE TREATED TO REMOVE SEDIMENT. 23. TURBIDITY BARRIERS SHALL BE USED ALONG THE SHORE OF THE EXISTING LAKE WHEREVER FILLING AND 3. BENCHMARK -TOP OF NAIL IN FACE OF PINE TREE - Q 11. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE POSTED 13.87 NGVD. CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE / OR GRADING IS TO OCCUR. � MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL 24. ALL DISTURBED AREAS WITHIN THE COUNTY ROAD RIGHT-OF-WAY SHALL MAINTAIN EROSION AND STABILIZE z ® TELEPHONE PEDESTAL SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. WITH SOD WITHIN 3 DAYS OF FINAL GRADING. - WELL POINT 2' EXISTING GRADE 30 0 15 30 60 \GUY ANCHOR CONSTRUCT COMPACTED SOD (TYP J DHWL 7 EARTHEN BERM (TYP.) 3 Q - IN SHEET T) r>�<I SECTION ©DRIVER 1 1 c = 0 to - �- �- 48 HOURS BEFORE DIGGINGIff OF 1 TYPICAL SECTION TEMPORARY SEDIMENTATION BASIN CALL TOLL FREE 12 2 N.T.s. su(800) 43A�7orCALL 7,,0CHRISTOPHE J PONTELLO, PE FL# 55544 PROJECT No OF FLORIDA DATE: �,o �0 os-208 p COPYRIGHT 2007 W.F. McCJ11N do ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FIE IS PROTECTED BY COMMON LAW COPY RIQ;iS AND WY NOT BE REF"R000CiD IN ANY WAY M!�CCTT 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 F35/F#R OWN WORK. THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 81G1'S-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRINGEMENTAIJAAY OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS Y GRIiY OF THE ENGINEERING DESIGN. / / EASEMENT PER PAVEMENT EDGE ORB 836, PG 1237 loe ----------------- - � --- ------ - - - - - - - - - - �--- --?�'--- ------------ -----� 12.64 12.95 EDGE OF / PAVEMENT �2.18 12.27--_T1_77--.- W 11.0 FOUND IRON ROD & 3909 CAP ABANDONED 1o.s EDGE OF CENTERLINE OF Ix p:P� Ln WATER BARBER ST EASEMENT PER 10.3 10.3 N. ORB 1084, PG 1663 o N OCCUPIED SITE SPECIFIC NOTES: 12.2 7.9 m 7.2 (WALGREENS) 10.4 1. CONTRACTOR SHALL CONTACT THE INDIAN RIVER COUNTY ENVIRONMENTAL 13.4 PLANNER AT 772-567-8000 EXT. 1215 PRIOR TO BEGINNING CLEARING ON SITE AND • PARCEL 1 7 8 ARRANGE A MEETING TO REVIEW THE PROJECT REQUIREMENTS. (O� 75 2. CLEAR ENTRANCE (S) AND. INSTALLS GRAVEL FOR A MINIMUM OF 50 FEET IN 16.3 10.2 LENGTH AND 14 FEET IN WIDTH FORA SINGLE LANE ENTRANCE. 9.9 7.0 � FOUND IRON ROD 3. BEGIN CLEARING PERIMETER OF THE SITE AND ANY UPLAND AND WETLANDS 10.5 PRESERVATION AREAS AND INSTALL SILT FENCE AND TREE PROTECTIONS AS aa, . 14.1 & 3909 CAP CLEARING BEGIN AND PROGRESSES. 15.0 14.6 ' 14.1 2.2 , 4. FLAG AND MARK TREES TO BE PRESERVED AND CRITICAL ROOT ZONES ON THE P I 7 16. 13.5 11.8 449.76 SITE AND THE PLAN AND ENSURE CONTRACTORS AND CREWS ARE AWARE OF �a:'cr, N 89040'45"W POINT OF N 89ra40'45'W ALL SENSITIVE AREAS. SET IRON ROD 6' CHAINLINK 5. BEGIN CLEARING THE LOCATION (S) OF THE STORM WATER PONDS AND PROCEED .3 & CAP #3909 FENCE . 13.4 . 14.0 12.4 BEGINNING WITH CLEARING OF THE INTERIOR OF THE SITE. STORM WATER MUST STAY ON (TYPICAL) . 13.0 12.9 ' 12.1 I SITE AND MUST BE DIRECTED TO THE STORM WATER PONDS AS CLEARING 12.0 PROGRESSES THROUGH THE USE OF DIVERSION BERMS AND DRAINAGE PIPES PROPOSED SILT FENCE I AS REQUIRED VACANT / V A C A I V T 12.8 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 TOE OF SLOP W WITH STORM WATER LAWS, EROSION AND SEDIMENT CONTROL BMP'S, AND SODDED SLOPto DIRECTION OF FLOW u7 - OTHER SENSITIVE ENVIRONMENTAL ISSUES. 7. THE CONTRACTOR SHALL SUBMIT INFORMATION AS TO HOW POTENTIAL SOIL `Q S, ff)n cD oo EROSION WILL BE CONTROLLED IN CONJUNCTION WITH LAND CLEARING 027.07(2) '�7 ml -.4-(B) (2)). BEST MANAGEMENT PRACTICES ARE TO BE USED, TO ELIMINATE OR SILT -BARRIER O OD REDUCE SOIL EROSION, THIS INCLUDES USING DEVICES SUCH AS HAY BALES, A N (FABRIC FENCE) O SILT SCREENS, OR BERMS. THESE DEVICES NEED TO BE PROPERLY INSTALLED, z 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 :,A mac POINT OF COMMENCEMENT THEIR LOCATION, AND A CROSS -SECTIONAL VIEW SHOWING INSTALLATION, O METHODS. PLEASE PROVIDE NOTES ON THE PLAN FOR INSTALLATION AND FABRIC SE CORNER 20-31-39 MAINTENANCE SCHEDULES. 7Q M 8. BE ADVISED THAT THE EROSION CONTROL DEVICES MUST BE PROPERLY BACKFILL INSTALLED AND MAINTAINED. FAILURE TO DO SO CAN RESULT IN ENFORCEMENT DIRECTION OF FLOW NOTE: ACTION BEING TAKEN. STORMWATER POLLUTION PREVENTION PLAN IS 9 ALL SEDIMENT LADEN WATER FROM ON -SITE CONSTRUCTION SHALL BE m W Q CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 26'47'37" 320.00' 149.64' 76.22' 148.28' N 77'24'06"E C 2 13*30'16" 540.00' 127.28' 63.93' 126.98' N 84'02'48"E C 3 26'47'37" 360.00' 168.35' 85.74' 166.82' N 77'24'06"E C 4 17`45'20" 215.00' 66.63' 33.58' 66.36' N 80'32'48"W C 5 18*11'05" 375.00' 119.02' 60.01' 118.52' N 80'45'41 "W C 6 26*19'25" 375.00' 172.29' 87.69' 170.78' S 76'59'05"W ZO U) W LINE BEARING DISTANCE L 1 N 26'01'15"W 16.66' L 2 S 25'59'42"E 40.00' L 3 S 00'47'55"W 40.00' L 4 S 63'49'22"W 15.69' L 5 S 25'46'41 "E 10.00' / L 6 S 63'49122"W 20.00' / a �04CO"4000t-W OVERHEAD ELECTRIC V FW FM FM FM F LINES EDGE OF PAVEMENT EASEMENT PER EASEMENT PER � -'- ORB 8i6, PG 1237 � � � � � N ORB 836, PQ yr-- . / W n� _-__---------------------------------37$-2$'--------------------------�� -----i041r. _--------------------- „-------------------- --- . / 1 W �------------- I= W EASEMENT PER �'' / L --Z:1Q»y�L - - ��`� _ } Z Z Y W ORB 1084, PG 166� � `_-� N� BARBER STREET _ / EDGE of �� o o 0 o U) _------------- ----------------------�,� --- -_PAVEMENT . / �� t /8' ------------�b�9-85"-- _----�------------ - ��5'�� // WW W W W W W _ �� M 80 �IGHT OF WAY / � � � / / �� / \ �� "� 24" STOP BAR / �� cWi oop 1-1 1-1 /�I., Q FOUND IRON ROD u R\4 S 89'12'05"E 11g,08 25' DOUBLE YELLOW _ & 3909 CAP ABANDONED �� \�o Z 8 M 0� ' EDGE OF CENTERLINE OF 8 _ _ - -1 BARBER ST / Zl - / jp�, / 14 .64 _ _ _ _ _ _ _ 127_2 _ _ _ N WATER ry W TRACKS / /fir �` __- ----------------- -------------'- ' RAILROAD / , < �� - - - - - - - - - _ - - 11 ,1 N EASEMENT PER 1663 0$ W w CO \� __- �- o / // , - ,�� N so 1 o Q 'z o M M - 1 1� N _ _ U W z wQoio 15 PA ES 1 =150 "' 1 �c» OCCUPIED o W o 8 R=39 `�' WALGREENS U O~ 0 o 0 6�3,,, PARCEL 1 s 1 �z5T(.5Wv Q z Q �/ /.Oe Ile loll 1 FOUND IRON ROD IT O a W / / /// �� ------------------J-J & 3909 CAP U z IT �/� � 449.76'" 449.76' v o > POINT OF N 89o40 45 W � U N 89'40 45 W » P W SET IRON ROD 6' CHAINLINK BEGINNING LL i? / &CAP #3909 FENCE ca tog �018,� (TYPICAL) I VACANT o Z z / w �'o<o - °-�oa, 0 00 SITE DATA 0- 101- ENGINEER GENERAL DESCRIPTION z y� J1 W. F. MCCAIN & ASSOC., INC. THE PROPOSED SITE PLAN CALLS FOR THE CONSTRUCTION p , �,A 1171 19TH ST POINT OF COMMENCEMENT oF A 3,000 S.F. RETAIL SPACE AND TWO 1,500 SF d SE CORNER 20-31-39 � PHONE ACC, FLORIDAF O DA 32960 RESIDENTIAL APARTMENTS. THIS WILL BE A TWO STORY Q BUILDING NOT TO EXCEED 35 FT. IN HEIGHT. Q FAX 772-770-1508 FLOOD ZONE J OWNER NELSON HYATT JR. THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "X" LEGEND a' 3305 E. DAIRY DR. BASE PER FEDERAL EMERGENCY MANAGEMENT AGENCY, CATCH BASIN SEBASTIAN, FL., 32970 FLOOD INSURANCE RATE MAP NUMBER 12061C0079 F. MAP PHONE - 772-38&5002 INDEX DATE JULY 2, 1992. COMMUNITY PANEL 120119. CC LIGHT FLUSH WITH GROUND b' FIRE HYDRANT SURVEYOR TRAFFIC DATA DAVID M. JONES 2 APTS@6.72 & 1 RETAIL@284.1=297.54 TRIPS/DAY = 298 TRIPS/DAY • IRON ROD AS NOTED *DESCRIPTION: PROFESSIONAL SURVEYOR & MAPPER TOTAL DAILY TRIPS = 298 TRIPS/DAY O FOUND NAIL PARCEL 1 VERO BEACH, FL 32960 WASTEWATER DATA t POWER POLE Commencing at the Southeast corner of Section 20. Township 31 South, Range PHONE-772-567-9875 CONNECT TO EXISTING FORCE MAIN ON BARBER ST. ® FOUND CONCRETE MONUMENT 39 East; thence North 00 degrees 33 minutes 15 seconds East; thence North West, a distance of 380.84 feet to the FAX-772-567-9172 WATER SOURCE SITE ADDRESS 89 degrees 40 minutes 45 seconds } POINT OF BEGINNING; thence continuing West along said line, a distance SANITARY MANHOLE BARBER ST. CONNECT TO EXISTING WATER MAIN ON BARBER ST. of 449.76 feet; thence North 26 degrees 01 minute 15 seconds West, a ZONING STORMWATER ® TELEPHONE PEDESTAL distance of 16.66 feet; thence North 64 degrees 00 minutes 18 seconds CG CONSTRUCT ON -SITE RETENTION POND AND SWALES. WATER METER East, a distance of 53.32 feet to the point of curvature of a tangent to the South, having a radius of 320.00 feet and a FUTURE LAND USE TAX PARCEL I.D. NO. curve, concave WATER VALVE central angle of 26 degrees 47 minutes 37 seconds-, thence East along C/I BUILDING HEIGHT 31392000000700000003.8 said curve, a distance of 149.64 feet; thence South 89 degrees 12 minutes TELEPHONE MANHOLE 05 seconds East, a distance of 119.08 feet to the point of curvature of 35' PROPOSED - 35' MAX PERMITS REQUIRED SITE DATA a tangent curve, concave to the North, having a rcdius of 540.00 feet . CITY OF SEBASTIAN SITE PLAN APPROVAL A TRAFFIC SIGN and a central angle of 13 degrees 30 minutes 16 seconds; thence East SITE AREA = 28,850 SF = 0.66 AC • CITY OF SEBASTIAN LAND CLEARING PERMIT NGVD - NATIONAL GEODETIC along said curve, a distance of 127.28 feet; thence South 12 degrees 32 East, a distance of 86.83 feet to the POINT OF PAVEMENT=10,576 SF BUILDING AREA = 3,000 SF�.07AC=10.40% • CITY OF SEBASTIAN STORMWATER PERMIT VERTICAL DATUM 40 minutes seconds BEGINNING SIDEWALKS = 300 SF CITY OF OF SEBASTIAN RIGHT-OF-WAY PERMIT OAK TREE WITH SIZE CITY OF SEBASTIAN CONCURRENCY CERTIFICATE TOTAL IMPERVIOUS=13,876 SF = 0.32 AC--48.09% - PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO MAP No. TOTAL PERVIOUS = 14,974 SF= 0.34 AC = 51.91 % CITY OF SEBASTIAN UTILITIES PERMIT S.ENVIRONMENTAL RESOURCE PERMIT INV -' INVERT 12061CO079 F. DATED JULY 2, 1992. COMMUNITY PANEL 120119. SETBACKS ACKS • F.DD.E.P.E.P.. WASTEWATER COLLECTION PERMIT GOV'T - GOVERNMENT FRONT = 6 FT. F.D.E.P. WATER CONNECTION PERMIT ® ELECTRIC BOX SIDE = 5 FT. F.D.E.P. NOTICE OF INTENT TO USE GENERIC PERMIT FOR REAR = 10 FT. STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES LIGHT POLE SURVEYOR'S NOTES: 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DESIGN PARAMETERS MAXIMUM FAR.=60% PROJECT TIMETABLE o FOUND IRON PIPE AS NOTED DECIMAL PARTS THEREOF. MAXIMUM BUILDING COVERAGE=30% START DATE: MAY. 2007, COMPLETION DATE: FEB. 2008. Q GATE VALVE (SEWER) 2. THE EAST LINE OF SUBJECT PARCEL BEARS S 12'40'32"E MINIMUM OPEN SPACE=20% MAXIMUM IMPERVIOUS SURFACE=80% OTHER BEARINGS ARE RELATIVE THERETO . W U) Q _J Q � o U LJL CW GG Z C 0 0 U V W Q � Z AND ALL MINIMUM LOT SIZE=10,000 SF = 0.23 AC. a PINE TREE WITH SIZE 3. BENCHMARK - TOP OF NAIL IN FACE OF PINE TREE - MAXIMUM BUILDING HEIGHT = 35 FT. _ Q POSTED 13.87 NGVD. Z. Q TELEPHONE PEDESTAL WELL POINT LANDSCAPE BUFFER PERIMETER (ALL SIDES)=10 FT. 30 0 15 30 60 \GUY ANCHOR J SHEET t�.®.v . SECTION CORNER rIN 1 3 48 HOURS BEFORE DIGGING OF 12 CALL TOLL FREE 1 (800) 432-4770 CHRISTOPH J. PONTELLO, PE FL# 55544 PROJECT NO SUNSHINE STATE ONE CALL OF FLORIDA DATE: WRITTEN PERMISSION OF THE ENgNEER. CHANGES TO THE DRAI4ttrGS MAY ONLY BE MADE BMOTHER THE ENGINEER; QT}#R PROF�ONAL ENGINEER ADOPTS THIS DRlur!•+C AS HIS/HER o�r!i � THE SUCCESSOR PROFES51oNAl. 11 9qn� ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G15-27 F.A.C. AN'f OTHER CHANGES 5>•U1i1 BE COftSTRUED AS AN RERINGflap�tT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RI Y c�NNI r�l Z997 THE INTEGRITY OF THE ENGINEERING DESIGN. 06-208 C, COPYRIGHT 2007 W.F. M°CIUN do ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE R�3ROOUCED IN ANY WAY RRHOUi THE LEGEND - - R.O.W.- EASEMENT BUILDING SETBACK swsw STORM PIPE SS GRAVITY SEWER FM FM FORCEMAIN W WATER MAIN - CENTER LINE E.O.P. G STREET LIGHT ® SANITARY MANHOLE ® STORM MANHOLE FIRE HYDRANT ASSEMBLY ® CATCH BASIN -�- R1-1 STOP SIGN ..�� 24" WIDE WHITE STOP BAR DOUBLE WATER SERVICE _❑�❑ SINGLE WATER SERVICE �C DOUBLE SEWER SERVICE SINGLE SEWER SERVICE 22.60 PROPOSED ELEVATION VEGETATION LINE CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 26'47'37" 320.00' 149.64' 76.22' 148.28' N 77'24'06"E C 2 13'30'16" 540.00' 127.28' 63.93' 126.98' N 84'02'48"E C 3 26'47'37" 360.00' 168.35' 85.74' 166.82' N 77'24'06"E C 4 17'45'20" 215.00' 66.63' 33.58' 66.36' N 80'32'48"W C 5 18*11'05" 375.00' 119.02' 60.01' 118.52' N 80'45'41 "W C 6 26*19'25" 375.00' 172.29' 87.69' 170.78' S 76'59'05"W LINE BEARING DISTANCE L 1 N 26'01'15"W 16.66' L 2 S 25'59'42"E 40.00' L 3 S 00'47'55"W 40.00' L 4 S 63'49'22"W 15.69' L 5 S 25'46'41 "E 10.00' / L 6 S 63'49'22"W 20.00' / OVERHEAD / ELECTRIC EASEMENT PER LINES EDGE OF ORB 836 PG 1237 ru FM FM FM FM FM FM FM FM FM FM PAVEMENT ' EASEMENT PER I / ORB 836, PG / -------------- - - - - - - - - - - - - - - - - - - - - - - - ---- • _---- ---- --------��------------ �- ----��\� ---� EASEMENT PER �' �� ______________ PG 166� / L $�Z1� SAW CUT & MATCH SAW CUT & MATCH 12.64 1 _- _ ORB 1084, / _ _ � - EXIST. E.O.P. � / / EXIST. E.O.P. 16.44 14.83 13.18 12.95 EDGE OF PAVEMENT ��- � ___BA_RJESTREET_ _ 12.18 oe \19.38 ��f I �17 41 13.0 -- - - 2 - 124 11.0 19.64 �TZ?-�� /// �� M W r�l12.7 W W 80' RIGHT OF WAY W 12.3 12.0 10.6 W '11.2 W / / i i .61 14.6 J / 20.17 ,��i �.Lg' 16.9 FOUND IRON ROD ABANDONED & 3909 CAP \ /� / 19�1 �� / M 10.2 S 89'12'05"E 9•8 119.08' 9'7 _ EDGE OF BARBERUST OF �,-0:p RAILROAD / '� 20.0� 14g•64 _------------------ --- --- 127.28 '� 1 WATER / �- < � 4-7 - _ 1 1 N EASEMENT PER TRACKS \�/ /�%f 20. 3 15.2 C'1_ __------------------- - - - - - - - - - - 03 1 1 N ORB 1084, PG 1663 // / // // / / .0e100 / /i, / 0 / / bbco / LEGEND IS CATCH BASIN CO LIGHT FLUSH WITH GROUND FIRE HYDRANT • IRON ROD AS NOTED o FOUND NAIL POWER POLE [] FOUND CONCRETE MONUMENT SANITARY MANHOLE Q TELEPHONE PEDESTAL WATER METER WATER VALVE (} TELEPHONE MANHOLE b TRAFFIC SIGN NGVD - NATIONAL GEODETIC VERTICAL DATUM OAK TREE WITH SIZE INV - INVERT GOV'T - GOVERNMENT [0 ELECTRIC BOX LIGHT POLE o FOUND IRON PIPE AS NOTED } GATE VALVE (SEWER) PINE TREE WITH SIZE ED TELEPHONE PEDESTAL WELL POINT \GUY ANCHOR J P3 SECTION CORNER ir 14.20 9.6 1 1 O 21.17 D� / / / 18.3 �� 1 D. .7 14. 20.98 N0� �8'� �� % 15.00 12.2 7.9 11 IIw 4 7.2 (WALGREOCCUPIEDENS) 21 F.F. EL.=14.70 N bbb 19.9 _ 18. /ice 13.4 11 11 7.8 PARCEL 1 9.9 -17.5 1 , 10.2 DS-1 15.10 15.30 14.50 1 FOUND IRON ROD - - - - - .J J DS-2 S,„ 3909 CAP SW SW DS-314.6 449.76' 14.1 16.3 .5 V�� .2 11.8 449.76' N 8940'45"W POINT OF N 89040'45"W 6' CHAINLINK 13.4 14.o BEGINNING FENCE � � 12.4 13.0 . 12.9 .'12.1 12.0 � a' 18.1 �a 15.7 15.0 Q� !o. SE'T IRON ROD 17.3 & CAP #3909 (TYPICAL) 17.1 940 *DESCRIPTION: PARCEL 1 Commencing at the Southeast corner of Section 20. Township 31 South, Range 39 East; thence North 00 degrees 33 minutes 15 seconds East; thence North 89 degrees 40 minutes 45 seconds West, a distance of 380.84 feet to the POINT OF BEGINNING; thence continuing West long said line, a distance of 449.76 feet; thence North 26 degrees 01 rrinute 15 seconds West, a distance of 16.66 feet; thence North 64 degrees 00 minutes 18 seconds East, a distance of 53.32 feet to the point of curvature of a tangent curve, concave to the South, having a radius c` 320.00 feet and a central angle of 26 degrees 47 minutes 37 seconds; thence East along said curve, a distance of 149.64 feet; thence South 89 degrees 12 minutes 05 seconds East, a distance of 119.08 feet to the point of curvature of a tangent curve, concave to the North. having c rcdius of 540.00 feet and a central angle of 13 degrees 30 minutes 16 seconds; thence East along said curve, a distance of 127.28 feet; thence South 12 degrees 40 minutes 32 seconds East, a distance of 86.83 feet to the POINT OF BEGINNING. PROPERTY APPEARS TO LIE IN FLOOD ZONE "X'. ACCORDING TO MAP No. 12061CO079 F. DATED JULY 2, 1992. COVMUNITY PANEL 120119. SURVEYOR'S NOTES: 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET A.yD DECIMAL PARTS THEREOF. 2. THE EAST LINE OF SUBJECT PARCEL BEARS S 12 40'32"E AND ALL OTHER BEARINGS ARE RELATIVE THERETO . 3. BENCHMARK - TOP OF NAIL IN FACE OF PINE TREE - POSTED 13.87 NGVD. VACANT 112.8 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 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 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 ACTMTY AND SHALL BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE. 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 TRANSPORTED FROM THE PROJECT SITE. 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 Z� dA� POINT OF COMMENCEMENT SE CORNER 20-31-39 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. D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. 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 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. 18. 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. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION. 20. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE. 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. 30 15 30 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 (800) 432-4770 CHRISTO J. PONTELLO, PE FL# 55544 SUNSHINE STATE ONE CALL OF FLORIDA I DATE: JAN 112007 0 COPYRIGHT 2007 W.F. MCCAM do ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND WY NOT BE 09M DUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE Dom. CHANGES TO THE DRAWwGS WAY ONLY BE MADE BY THE Dow4EER: F marr#R PROFESSIONAL ENGRI:'7t ADOPTS THIS DRWNG AS H!S/HER 0W4 FORK. THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61015-27 F.A.C. ANY OTHER CR4100 SH&L BE COPCMUED AS AN IFRIf MA24T OF THE ENCKEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY YOID THE INTEGRItt OF THE ENGINEERING DESIGN. W H lieeepleeep. rO_ p o 0 U w U U C M 0 U Q p W Z U Z p W U W V �,) 0 Z z - W _ W N z N W w o (0:) azz (� W z w<So p O O z P 0 W 7 0 Q� Q�or- I- o^ (!) 0 lrz J Q> z0 w = 2u-i..^ N N 06 0 _ � U v Z a Q -'o.- Q Z Q mo O a w UZ� � W U CO > 0 I'_ U � 0 W W Q 0 z z i. Z J oa w Q �z z Q o az Q J01a � V LL W W D p O U V W a >- a = Q Z SHEET OF 12 PROJECT No 06-208 CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD C 1 26'47'37" 320.00' 149.64' 76.22' 148.28' C 2 13*30'16" 540.00' 127.28' 63.93' 126.98' C 3 26'47'37" 360.00' 168.35' 85.74' 166.82' C 4 17'45'20" 215.00' 66.63' 33.58' 66.36' C 5 18*11'05" 375.00' 119.02' 60.01' 118.52' C 6 26*19'25" 375.00' 172.29' 87.69' 170.78' LINE BEARING DISTANCE L 1 N 26'01'15"W 16.66' L 2 S 25'59'42"E 40.00' L 3 S 00'47'55"W 40.00' L 4 S 63'49'22"W 15.69' L 5 S 25'46'41 "E 10.00' L 6 S 63'49'22"W 20.00' LEGEND CATCH BASIN CO LIGHT FLUSH WITH GROUND ICY FIRE HYDRANT IRON ROD AS NOTED o FOUND NAIL 0 POWER POLE FOUND 'CONCRETE MONUMENT SANITARY MANHOLE ® TELEPHONE PEDESTAL WATER METER WATER VALVE } TELEPHONE MANHOLE d TRAFFIC SIGN NGVD - NATIONAL GEODETIC VERTICAL DATUM QP OAK TREE WITH SIZE - INV INVERT GOV'T - GOVERNMENT ® ELECTRIC BOX ;8 LIGHT POLE o FOUND IRON PIPE AS NOTED 4) GATE VALVE (SEWER) PINE TREE WITH SIZE ® TELEPHONE PEDESTAL WELL POINT \J GUY ANCHOR N 77'24'06"E N 84'02'48"E N 77'24'06"E N 80'32'48"W N 80'45'41 "W S 76'59'05"W OVERHEAD ELECTRIC LINES -_ �---- KA FM FM FMFM Fu FM FM FM\ EASEMENT PER � ORB 836, P_ G Y''f EASEMENT PER ORB 1084, PG O 7 *DESCRIPTION: PARCEL 1 Commencing at the Southeast corner of Section 20, Township 31 South, Range 39 East; thence North 00 degrees 33 minutes 15 seconds East; thence North 89 degrees 40 minutes 45 seconds West, a distance of 380.84 feet to the POINT OF BEGINNING; thence continuing West along said line, a distance of 449.76 feet; thence North 26 degrees 01 m7nute 15 seconds West, a distance of 16.66 feet; thence North 64 degrees GO minutes 18 seconds East, a distance of 53.32 feet to the point of curvature of a tangent curve, concave to the South, having o radius of 320.00 feet and a central angle of 26 degrees 47 minutes 37 seconds, thence East along said curve, a distance of 149.64 feet; thence South 89 degrees 12 minutes 05 seconds East, a distance of 119.08 feet to the point of curvature of a tangent curve, concave to the North, having a rodius of 540.00 feet and a central angle of 13 degrees 30 minutes 16 seconds; thence East along said curve, a distance of 127.28 feet; thence South 12 degrees 40 minutes 32 seconds East, a distance of 86.83 feet to the POINT OF BEGINNING. PROPERTY APPEARS TO LIE IN FLOOD ZONE 'Y. ACCORDING TO MAP No. 12061CO079 F, DATED JULY 2, 1992. COVMUNITY PANEL 120119. SURVEYOR'S NOTES: 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET AND DECIMAL PARTS THEREOF. 2. THE EAST LINE OF SUBJECT PARCEL BEARS S 12'40'32"E AND ALL OTHER BEARINGS ARE RELATIVE THERETO . 3. BENCHMARK - TOP OF NAIL IN FACE OF PINE TREE - POSTED 13.87 NGVD. -------------------------------- �7 �__ __ NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL 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 INDIAN RIVER COUNTY, FLORIDA, F.D.O.T. AND F.D.E.P. 7. BOUNDARY AND TOPOGRAPHICAL INFORMATION PREPARED BY DAVID M. JONES P.S.M. DATED 02-05-03. ALL ELEVATIONS ARE PER BENCHMARK REFERENCED ON THIS SURVEY. 8. REFER TO SOIL REPORTS PREPARED BY KSM ENGINEERING AND TESTING, INC. DATED XX-XX-XX FOR EXISTING 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. 6' CHAINLINK FENCE i EDGE OF EASEMENT PER PAVEMENT ORB 836, PG 1237 l / ----------- - - - - - - -- ----- - - - - - - - - - - - ------ / I TAPPING VALVE AND SLEVE EDGE OF _ - - _PAVEMENT ----------- W W - 3" FORCE MAIN ND LI TAION FOUND IRON ROD ABANDONED & 3909 CAP EDGE OF CENTERLINE OF \ N WATER BARBER ST 1 1 EASEMENT PER ORB 1084, PG 1663 0. � IQ1 N \cp OCCUPIED (WALGREENS) FOUND IRON ROD & 3909 CAP 449.76' _ POINT OF N 89040745'W BEGINNING 11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. 12. CONCRETE PAVEMENT ALTERATIONS SHALL BE PROVIDED WITH CONTRACTIONS 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 STANDQARDES. 15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION (F.D.O.T) "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", DATED 2006. 16. ALL TREES PRESERVED IN AREAS WHICH SHALL BE FILLED MORE THAN 6" SHALL BE PROTECTED BY A TREE WELL. 17. STREET DESIGNATION SIGNS SHALL BE 8" IN HEIGHT WITH 6"LETTERS 18. ALL NUISANCE AND EXOTIC VEGETATION SHALL BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT 19. ALL HDPE STORM PIPE SHALL BE ADS N-12 OR APPROVED EQUAL. 20. NO ENTRANCE GATE IS PROPOSED. 21. ALL UTILITIES & UTILITY EASEMENTS SHALL BE DEDICATED TO I.R.C. FOR CONSTRUCTION, OPERATION AND MAINTENANCE OF WATER AND SEWER UTILITIES. THE PRIVATE ROAD ROW SHALL BE DEDICATED TO IRC AS A UTILITY EASEMENT. 22. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANANCE WITH IRC UTILITIES DEPARTMENT AND F.D.O.T. 23. SITE WORK AND/OR OPERATION SHALL NOT BE ALLOWED BETWEEN THE HOURS OF 8:00 PM AND 6:00 AM WITHOUT WRITTEN APPROVAL ro Co e� of 00 z� sec POINT OF COMMENCEMENT SE CORNER 20-31-39 LEGEND - - R.O.W. -EASEMENT BUILDING SETBACK sr sr STORM PIPE GRAVITY SEWER SS FM Fti FORCEMAIN W WATER MAIN - CENTER LINE E.O.P. p STREET LIGHT m SANITARY MANHOLE ® STORM MANHOLE :X FIRE HYDRANT ASSEMBLY ® CATCH BASIN R1-1 STOP SIGN 24" WIDE WHITE STOP BAR DOUBLE WATER SERVICE --a SINGLE WATER SERVICE �C DOUBLE SEWER SERVICE SINGLE SEWER SERVICE l - PROPOSED ELEVATION VEGETATION LINE c0 w U U 0 U aW = 0 z z Y U W W X_ o W U W W U w U0 0 Z Z rx 0 W W N z W 00 z 8 o F- W o 0 CO Q F¢ C;z M Cl) Q o_ OzP:Lo (nOw;�P01�-_� Cj = LL~ Q Z O E N CZ, U W z 1 W 0 Q OLL � ca O a W Uz W W U z ~ > Uj U LL J 0 j W a 0 z z J Q � p V UL W Q O U V Ix W Q i- Q = 0 Z ts.9.q SECTION CORNER ( IN ) SHEET Q 1 in5 48 HOURS BEFORE DIGGING OF CALL TOLL FREE 432�no CHRISTOP J. PONTELLO, PE FL# 55544 SUNSHINE12 STATE ONE CALL DATE: JAN 1 1 2007 PROJECT NO OF FLORIDA 06-208 c COPYRIGHT 2007 W.F. McGVN do ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY ROM AND MAY NOT BE REPRODUCED N ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER F ANOT}fR PROFESSIONAL ENGINEER ADOPTS THIS DRA11" C AS F6/1'" 0" 1iO , THE SUCCESSOR PROFESSIONAL E430 ER SHALL ADHERE TO THE PROCEDURES OF 81G15-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN WR!NGEMENT OF THE ENGNEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. LEGEND CATCH BASIN CO LIGHT FLUSH WITH GROUND XY FIRE HYDRANT • IRON ROD AS NOTED o FOUND NAIL Q POWER POLE [� FOUND CONCRETE MONUMENT SANITARY MANHOLE Q TELEPHONE PEDESTAL WATER METER WATER VALVE (j TELEPHONE MANHOLE A TRAFFIC SIGN NGVD - NATIONAL GEODETIC VERTICAL DATUM ef OAK TREE WITH SIZE INV - INVERT GOV'T - GOVERNMENT ® ELECTRIC BOX A LIGHT POLE o FOUND IRON PIPE AS NOTED GATE VALVE (SEWER) PINE TREE WITH SIZE Q TELEPHONE PEDESTAL WELL POINT \) GUY ANCHOR CURVE DELTA ANGLE RADIUS ARC TANGENT CHORD CHORD BEARING C 1 26'47'37" 320.00' 149.64' 76.22' 148.28' N 77'24'06"E C 2 13*30'16" 540.00' 127.28' 63.93' 126.98' N 84'02'48"E C 3 26'47'37" 360.00' 168.35' 85.74' 166.82' N 77'24'06"E C 4 17'45'20" 215.00' 66.63' 33.58' 66.36' N 80'32'48"W C 5 18*11'05" 375.00' 119.02' 60.01' 118.52' N 80'45'41 "W C 6 26*19'25" 375.00' 172.29' 87.69' 170.78' S 76'59'05"W LINE BEARING DISTANCE L 1 N 26'01'15"W 16.66' L 2 S 25'59'42"E 40.00' L 3 S 00'47'55"W 40.00' L 4 S 63'49'22"W 15.69' L 5 S 25'46'41 "E 10.00' L 6 S 63'49'22"W 20.00' OVERHEAD ELECTRIC LINES Pli FM FM FM FM FY FN FM FM\ EASEMENT PER � �- ORB 836, P_ C ---------------------- ----- EASEMENT PER �/� i__-- '1Q"y�------ - ORB 1084, PG 166� / / / _ _ - - _Z' SAW CUT & MATCH SAW C EXIST. E.0.1 .44 14.83 EXIST. BARBE STRE *DESCRIPTION: PARCEL 1 Commencing at the Southeast corner of Section 20, Township 31 South, Range 39 East; thence North 00 degrees 33 minutes 15 seconds East; thence North 89 degrees 40 minutes 45 seconds West, a distance of 380.84 feet to the POINT OF BEGINNING; thence continuing West e!ong said line, a distance of 449.76 feet; thence North 26 degrees 01 minute 15 seconds West, a distance of 16.66 feet; thence North 64 degrees 00 minutes 18 seconds East, a distance of 53.32 feet to the point of curvature of a tangent curve, concave to the South, having a radius of 320.00 feet and a central angle of 26 degrees 47 minutes 37 seconds; thence East along said curve, a distance of 149.64 feet; thence South 89 degrees 12 minutes 05 seconds East, a distance of 119.08 feet to the point of curvature of a tangent curve, concave to the North, having a radius of 540.00 feet and a central angle of 13 degrees 30 minutes 16 seconds; thence East along said curve, a distance of 127.28 feet; thence South 12 degrees 40 minutes 32 seconds East, a distance of 86.83 feet to the POINT OF BEGINNING. PROPERTY APPEARS TO LIE IN FLOOD ZONE "X-. ACCORDING TO MAP No. 12061CO079 F, DATED JULY 2, 1992. COMMUNITY PANEL 120119. SURVEYOR'S NOTES: 1. ALL DIMENSIONS SHOWN HEREON ARE IN FEET RIND DECIMAL PARTS THEREOF. 2. THE EAST LINE OF SUBJECT PARCEL BEARS S 12'40'32"E AND ALL OTHER BEARINGS ARE RELATIVE THERETO . - 3. BENCHMARK - TOP OF NAIL IN FACE OF PINE TREE POSTED 13.87 NGVD. LANDSCAPE REQUIREMENTS 10' CONTINUOUS BUFFER STRIP ALONG THE R.O.W. AND PERIMETER TREES REQUIREMENTS TYPE "B" BUFFER 1 TREE PER 5 PARKING SPACES PERIMETER 1 TREE PER 35' 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 OPEN SPACE NORTH PERIMETER CG ZONING COMMERCIAL 450'-48=402 LF TYPE "B" BUFFER W/ 3' OPAQUE FEATURE 10' BUFFER WITH 17 CANOPY TREES 67 SHRUBS AND A CONTINUOUS HEDGE 0 3' EAST PERIMETER CG ZONING COMMERCIAL 87' LF 10' BUFFER WITH 3 CANOPY TREES 15 SHRUBS AND A CONTINUOUS HEDGE 0 3' SOUTH PERIMETER CG ZONING COMMERCIAL 450' LF 10' BUFFER WITH 13 CANOPY TREES 75 SHRUBS AND A CONTINUOUS HEDGE 0 3' WEST PERIMETER CG ZONING COMMERCIAL 17' LF 10' BUFFER WITH 1 CANOPY TREE 3 SHRUBS AND A CONTINUOUS HEDGE 0 3' INTERIOR 15 SF x 15 SPACES = 225 SF PROVIDED IN (2) ISLANDS = 380 SF 15 SPACES = 3 TREES 1U.b 6' CHAINLINK FENCE EDGE OF EASEMENT PER PAVEMENT ORB 836, PG 1237 -------------------� 12.64 SEDGE OF PAVEMENT / W,�. W 11.0 '11.2 _ FOUND IRON ROD & 3909 CAP ABANDONED ` EDGE OF CENTERLINE OF WATER BARBER ST EASEMENT PER o.3 1 N. ORB 1084, PG 1663 1 0 1 <-, W 0. OCCUPIED 'R rn 7.2 (WALGREENS) 11 FOUND IRON ROD & 3909 CAP 2.2 , > 11.8 449.76 _ POINT OF N 89o4O'45"W 12.4 BEGINNING 12.1 12.0 co to C6 of00 of. 314 POINT OF COMMENCEMENT SE CORNER 20-31-39 LANDSCAPE LEGEND QUANTITY SYMBOL DESCRIPTION SIZE AT PLANTING 108, ORNAMENTAL GRASS EACH \MISCANTHUS SINENSIS 'GRAZIELLA' 162 AZALEA, FLORIDA\RHODODENDRON AUSTRINUM 1 GALLON 13 DIANA HIBISCUS\HIBISCUS SYRIACUS 'DIANA' 1 GALLON 181 VIBURNUM, SANDANKWA\VIBURN UM SUSPENSUM 24" HIGH AT PLANTING 13 CABBAGE PALM\SABAL PALMETTO MIN 10' CLEAR TRUNK 17 OAK, SOUTHERN LIVE\QUERCUS VIRGINIANA MIN 12' HIGH AND a"DIA. 4Xz ' ABOVE GROUND LEVEL 17 MAGNOLIA, SOUTHERN\MAGNOLIA GRANDIFLORA MIN 12' HIGH AND a"DIA.® 4Xz ' ABOVE GROUND LEVEL 7j U W d U a; U o 0 M .- 0 U Q � w Z z w Y U Lu 0 a U U) U w U w U0 Z W W N Z N CD W WC(o CCD, Q : 0 M M o 00 Oz z F�oo� Q (n Ow CK - 0 ^ tc-:) LL z o 2 � N z E U w Z4 QQ. -QZ O Q o > 0 �W- �m _ w -Oa 0 z < Of w U z ~ > 0 U � 0 0) W a 0 z Z 0 J Q O V _l LL W W O p U � W Q >- a _ p Z t>V SECTION CORNER PROVIDED 9 TREES ( IN SHEET 1 a -306 . 48 HOURS BEFORE DIGGING OF CALL TOLL FREE 12 (Soo) SUNSHINE STATE ONE TATE ONE CALL CHRIST ER J. PONTELLO, PE FL# 55544 PROJECT NO OF FLORIDA DATE: � � � z_VOl '� �M,�Y 06-208 c COPYRIGHT 2007 W.F. MCCAN & ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND WAY NOT BE FiDI ODuCED IN ANY WAY Wr'►OI,. THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE WADE BY THE ENGINEER; F ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRA*' C Its FMMM 0" WOM THE SUCCESSOR PROFESSIONAL ENCIIEiR SHALL ADHERE TO THE PROCEDURES OF 61GI5-27 F.A.C. ANY OTHER CHANGES SFWl BE CONSTRUED AS AN *fTt faIEtJT OF THE QJGMEER'S COPYRIGHT OR OTHER RESERVED D D THE INTEGRITY OF THE ENGINEERING DESIGN. 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 1OFT. 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 SHALL HAVE METER AT A ONE -INCH SFEET AVE GRADE, AT THE TIME OF CALIPER BFOOR ALL TRUNKS AT SIX (6) INCHES NABO MULTI-TRUNKG. TREES 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 G BLOCK OR FILL UNDISTURBED EXISTING GRADE 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. (i � TREE WELL DETAIL UNDERSTORY TREE SOD Oa Winer' v. Pow • � o ' oa 1.5'-3' HIGH HEDG Qo DDo INo � EXISTING GRADE I 3 0' N.T.S. CANOPY TREES 00d po, a. 0 cc,, a o� p0o .0 Oa°o O 4 Quo o O 4 C o o , o . AD 4o DDo TYPICAL LANDSCAPE BUFFER TYPE "A" TREE PROTECTION NOTES: 1. ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES. 2. UNDERGROUND UTILITIY LINES SHALL BE ROUTED AROUND EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE. 3. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO CONSIDERATION THE CRITICAL ROOT ZONE OF EXISTING TREES. 4. FENCE/BARRICADE SHALL BE INSTALLED AT PERIMETER OF ALL TREES OR GROUP OF TREES TO BE PRESERVED. FENCE SHALL BE MAINTAINED DURING CONSTRUCTION. \IAC/1AIC CT�IAI/W N.T.S. iR�lk1 3' 1 it EXISTING TREE TRUNK DIAMETER VARIES MASONS STRING W/ _\ FLAGGED RIBBON CONTINOUS AROUND BARRIER 2 ROWS 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. PLAN VIEW /T�N TREE PROTECTION BARRIER N.T.S. ELEVATION 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"� 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. L L 2 x ROOTBALL DIA. TREE PLANTING 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 30 N.T.S. 15 30 1 a n LL o U 00 W U U 0 U Q } p LLI Z 0 Z p Y U w p p U pl W w U w W UZ Z w - w w N u) -Z N F- � L o o Q Z Z M 0 w z w Q C) o Ozpafpo-' w I- O 1.--. o `(`n^ vJ < 5; w W N N pv z a r U UJ ��- Z W O Q 0 c) P r r = LL O a UZ� w w U z � 0 ,r > J U L: 0 j 0 z z z J Q U U) 0 z J Q a _ O V LL W p O U V H W Q Q 2 0 Z ET SHEET ft. 6A 48 HOURS BEFORE DIGGING OF CALL TOLL FREE 12 1 (800) 432-4770 CHRIS ER J. PONTELLO, PE FL# 55544 SUNSHINE STATE ONE CALL PROJECT No OF FLORIDA DATE: AN 112007 IAcC1UN do ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY PoCIiiS AND MAY NOT BE RfPR000C>rD IN ANYWAY Q'!?HOIJT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE WIDE BY THE ENGINEER: IFANOTFIER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OMN M'OftK. THE SUCCESSOR PROFESSIONAL SHA LL ADHERE TO THE PROCEDURES OF 81G15-27 FJ1.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN RFWNGO�Nf OF THE ENGINEERS COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE MITEGRITY OF THE ENGINEERING DESIGN. 06-208 0 COPYRIGHT 2007 W.F. 4-) 2' 4, 2 " A7 B L 4'-3" INLET ELEVATION AS SHOWN 8" 2'-11" 8" ON PLANS INL N STEEL GRATING, ' SEE DERAIL -I 7LT, 0 wUJ EYEw(w SEE INDEX 1 °- I W }B Mvi x zEz�c� < J HZ00 o 1 0=L� io �Zo V) X z�W 0 O UmZ A _ PLAN d 00 RECOMENDED MAXIMUM PIPE SIZE: 2'-11" WALL - 24" SIZE SECTION BB 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 12r 2 ALL EXPOSED EDGES AND CORNERS SHALL BE TOOLED TO 4 RADIUS. 8" P:�l /Joint Seal Depth Of Sawcut -� � 3I Min. Co s -r I Conc. Pav't. TYPE D 1a Exp. Joint And Preformed Joint Filler CONCRETE CURB TYPE D N.T.S. Note: For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed joint filler and joint seal are required between curbs and concrete Davement only. see diagram riaht. GENERAL NOTES N.T.S. 1. For curb,gutter,and curb and gutter provide joints at 10' centers (max.). Contraction joints adjacent to concrete pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exce_e A 1Coni g Curb,gutter and curb & gutter expansion join s sha I e ocated in accordance with Section 520 of the standard specifications. 2. Ends of Curbs Types 8 and D shall transition from full to zero heights in 3 feet. TYPE "D" CURB DETAIL 91, P-6rr 3. FOR SUPPLEMENTARY DETAILS SEE F.D.O.T. INDEX NO. 201. °R N.T.S. o (D u7 M 0 O N 00 L6 O N + N 30- I� Z- o N u? III II II M jwa 0o C4 m N LiI Q �I' m 2 L'- Of W_ II II Ld U I Q Li- U U I U UJ ILL ---o 4 w U of Ld Lj L'J > _2 � �wN � � 1.0 q U) 09" 0.32% 20 INV.= 17.10 cO o 0 u7� �� 0 �_� o°' o� NN N C N N N N N N N N 0+00 1+00 2+00 SECTION "A -A" HOIZ.-1 "=50' VERT.-1 "=5' Z:)tV I IUN i3-0 . . ................ . ........ .. . . 30:� I I I I O.W. . ......_ .�� I _......._ _-_ _ 57 r 28 L _ -- L 0. 20' I z 261 j ►- J 24 - 4 -__ _.._..�........._ VARIES PER PLAN 20 MAX - _ I -- -� I 18G � I SECTION "C-C" 301 50' RO.W. I 28 : I 0. 20 z 26 ' J 24 _.__.._...... i. I E j 22 - _ -- - I Ei A fSHED-FLOOR IESPER PLAN 18 I 4-MAX I SECTION "D-D" 2 TYPICAL EXTERIOR LOT SECTION 9 1 "=40 HOR. 1 •=4' VERT. a COPYRIGHT 2003 W.F. McGVN & ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY ROM AND MAY NOT BI 7 Std. 6" Min.* rZr_3n _l TYPE E TYPE "E" CURB DETAIL N.T.S. 1'-a• V-W PAVEWENT FINISH GRADE (GRASS) 7 1 /2• 2'-W No MODIFIED MIAMI CURB DETAIL N.T.S. 4'-0" OR 5'-0" (SEE PLAN) 2.0% MAX SLOPE -x x x x a x x' 6x6 W1.41W1.4 WWF 5 CONCRETE SIDEWALK DETAIL g N.T.S. SAW -CUT AND TACK 1'-0" COAT EXISTING EDGE EXISTING ASPHALT PR N.T.S. BARBER STREET ao 2'-4" N 2" 11" " 11" 2" 2 1/2" 1 J �-3" WEIR INV=19.45 8" 0 HDPE PIPE INV.15.50 M 0 _ NTS OI-� "C" GRATE 19.70 13" WEIR INV.=19.45 -19.70 19.45 3" ORIFICE INV.=16.0 15.00 it 16.00- 3" ORIFICE - 15.50 M 2'-4" SECTION PIPE INV. 15.50 SIDE VIEW iy TYPICAL STREET NAME SIGN ATOP R1-1 STOP SIGN N.T.S. NOTE: STREET NAME SIGN SHALL BE MOUNTED ATOP STOP SIGN WHERE APPLICABLE. "118' HDPE NTS CONTROL STRUCTURE SW-10 MODIFIED TYPE "C" INLET 1 1/0 2" 1 1/2" N.T.S. t1L TYPE "C" GRATE APPROX. WEIGHT 235 LBS 30 i 00' STO MWATER ANAGEMEIIT TRACT 20' 20' WIDTH VARIES PER P 28 1 ' MAINTE NCE EASEMENT Z 1 26 I z .-- - - -- ....... _ ............. --- .. --- --� - ........................... .................... -....... Q 24 T-- - .__........ _.... _..- 22 FINISHED, FIL VARIES PER PLAN-__....4..... 8 AX 8 MAX 20 18 J� -- -- -- ------'- 1 j 1 NWL = 16.0 16 { I 4 _� 4 14 I I I :. 12 I 10 I 2 2 8 I 6 BOTTOM EL 4.0 OPOSED ASPHALT PAVEMENT 10 TYPICAL LAKE FRONT LOT SECTION 1 "=40 HOR. 1 "=4' VERT. EXISTING BASE--// PROPOSED BASE EXISTING SUB -GRADE PROPOSED SUB -GRADE rT�N PAVEMENT SAW CUT AND BUTT JOINT N.T.S. v SWALES 0 0.3% N.T.S. SIDE Lor (TYPICAL) 0� F .Or SW -0.2 Ld 0 0� af DRAINAGE FLOW m / +1.5 \a 0.0 _I -SIDE LOT�� -I I I =- S or Sw \_ -0.2 13 TYPICAL LAKE LOT GRADING DETAIL "' LINAGE FLOW SWALES 0 1 % (TYPICAL) N.T.S. c0 0 Q a c%) U N Z W 0 0 0 0 W Q Z Z Y C7 U LIJ = W in W �- Q W 2 Q U 0 0 U 0 CO RIG HTvOF WAY I - �� 1 10' 10' 13' _ -0.2 14 TYPICAL PERIMETER LOT GRADING DETAIL MIN. MIN. 9 N.T.S. 1 ' 2.0% 2.0q 1 SHOP NO��VS SEE OS �42 A C 1-1/2" THICK ASPHALT PAVEMENT, SP TRAFFIC LEVEL "C" OR BETTER B " ...�; Q. ... PRIME COAT, FDOT SECTION 300, 3 OR 41 ANCHOR RC-70 6" THICK LIMEROCK BASE COURSE, FDOT o H * DITCH GRADE g SECTION 200 vPR�E 8" THICK STABILIZED SUBGRADE, PER _ FDOT SECTION 160, TYPE B, MIXED AND HOMOGENEOUS MATERIAL SADDLE4 BAR g co 5' SOD U� c Z U F_ ` U 0 Q L 06 Z_ Q � U� F LL. �`_ i CO ;o 0 C Z �N' 0) i z Q o =O� > o H _J Is b 2 LU ' OO LU 0 m > O a Q W U W LL iIre- 0 � co Z I- O 0 H Z W� O F- CO U C) I- U to p Z Z OQ U MANHOLE FRAME FINISH GRADE SEE MANHOLE 2' WIDE MODIFIED MIAMI CURB REROLLED END REQUIRED VARIES E Q AND COVER INFLUENTEFFLUENT UENTDETAIL CONSTRUCTED PER FDOT INDEX SECTION 520 PAID FOR AS PIP CULVERTF JIF J 0 NOTE: MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH INDIAN RIVER COUNTY CONCENTRIC LEVELING RINGS REQUIREMENTS FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS SECTION � a 0 CONE 2 COURSES (MIN) ' Z 'SLOPE: 4:1 MITER: TO I PIPE FOR PIPES 18" AND 2:1 MITER: TO I PIPE FOR PIPES 18" AND SMALLER. 1:1 FOR 6 COURSES (MAX) 9 O FOR ROAD AND BRIDGE CONSTRUCTION, AND FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. SMALLER. 2:1 FOR PIPES 24' AND LARGER. PIPES 24" AND LARGER. �/ u- 24 3/4 " _ WHERE A CONFLICT EXISTS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. SEE PIPE OPENING 15 MITERED END SECTION W DETAIL (S-10) N ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED PER FDOT SECTION 560. 9 20' N.T.S. Z w 11 TYPICAL ROAD SECTION O j s N.T.S. I IIl9illlENlli9llil9lllligllll� �IIII� 0 U FILL CONCRETE + :.,,• > A SLOPE A II CONCRETE COLLAR 1V OR BRICK W/TYPE i �:: ''` '�'. 2"/FT SOD' 1' BEVELED OR � -� I > CEMENT MORTAR ROUND CORNERS CAP OR RCP OR W PIPE INVERT PERFORATED HDPE Q 8" 4' -0" ID 8rr � I � 7S �� y HDPE SEE PLANS i' Q �77 r° = o „ " 6 " 6 . t[) SAND PER SPECIFICATION Z 6'- 4OD H-> II C.D�m� III NOTE: ELEVATION I III 2 1. COST OF CONCRETE COLLAR II SHALL BE INCLUDED IN UNIT SECTION A -A �? �� III IIII� 4 PRICE FOR PIPE. OTES: TO BE USED WHEN CUT PLAN VIEW CLASSIFICATION IS 6'-0" OR LESS r- ��ZSN / j� 2. ALL HDPE PIPE TO B ADS 1. SEE MANHOLE NOTES N-12 OR EQUAL. SHEET 2. SEE STANDARD MANHOLE CASTING DETAIL CONCRETE SLAB, 3" OR 5 1/2" T CK, 16 STORM PIPE ANCHOR DETAIL 3. SEE PIPE OPENING DETAIL REINFORCED WITH WWF 6X6-W1.4XWI.4 ") �Ss� 97 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL s STANDARD SHALLOW MANHOLE TOP VIEW -SINGLE PIPE Hi CAL BEFORE DIGGING OF 12 CALL TOLL FREE N.T.S. 1 (8D0) 432-4770 NEFLORDDATE: ONE CALL PROJECT No CHRISTO J. PONTELLO, FL PE# 55544 9 N.T.S. SUNSHINE : R 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 SW11 L ADHERE TO THE PROCEDURES OF 61G15-27 FJA.C. ANY MMM CHANGES SWILL. BE CONSTRUED AS AN NfR1GNMEHii OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGJAN 112007 os-2os AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. 41t EXCESS OF #10 OF TRACING WIRE WITH WIRE NUTS AND TAPE SEE NOTE 1 T FINISHED GRAD 24" SQUARE CONCRETE X 6" THICK 2'-6" (1) NO.3 BAR Z CONTINUOUS CAST IRON ADJUSTABLE VALVE BOX (INSIDE (0 SCREW TYPE) VARIES SQUARE N #10 OF TRACING WIRE APPROVED MECH. JOINT GATE VALVE P.E. GOOSENECK 3' LONG (MIN.) OR SWING JOINT OR APPROVED EQUAL BY IRCDU LOCKING CURB STOP (TO ACCOMMODATE 5/8" x 3/4" METER) OR 2'-0" ROADWAY 2'-0" CORP. �� STOP I � I { w 0 U z LONGSERVICE SHORT ,.� STAINLESS STEEL SERVICE DOUBLE STRAP SERVICE SADDLE FITTINGS AS REQ'D. FINISH GRADE IN LINE DUAL CHECK BY IRCDUS WATER MAIN NOTES •' : 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS (MEN.). 2. SHORT SERVICES REQUIRE 18" MIN. COVER; LONG SERVICES REQUIRE CONCRETE 24" MINIMUM COVER. BLOCKING 3. MINIMUM SERVICE SIZE NOT LESS THAN 1% DUAL SERVICES SHALL BE NOTES: A MINIMUM 1-1/2" AND TRIPLE SERVICES SHALL BE A MINIMUM 2. 1) BRONZE OR CAST IRON COVER, MARKED "SEWER". QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS. 2) DOUBLE WRAP FITTINGS IN VISQUEEN PRIOR TO POURING CONCRETE. 4. LONG SERVIICESSREQUIRE A 3"MIN I.DDE A ?CASING I.D. CASING PIPE 3) VALVE BOXES OVER 4' LONG SHALL INCLUDE EXTENSION OPERATOR. SHALL BE SCH 40 P.V.C. 5. METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY HERSEY, MASTER OR AS APPROVED BY I.R.CO. DEPT. of UTILITY SERVICES AND SUPPLIED BY APPLCANT. METERS 2 INCHES AND SMALLER SHALL BE 1 ,TYPICAL VALVE .T.SUPPLIED BY IRCDUS. 10 NS. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIWE� OF ACTIVATING ASPHALT SURFACE FINISHED GRADE ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 36" SQUARE 24" SQUARE 7. CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. TER SERVICE T r4 WA ITXIA 0NO.30 NTIN. qONE (CONCRETEN0.3 PAD - CONTIN. LIMETYPE BASE BOX SLIDE TYP TYPE1 VALVE BOX TYPE 11 POLYETHYLENE AST IRON STAY -PUT COVER (VISQUEEN RAISED LETTERS MARKED: OR EQUIVALENT) "WATER" AS APPLICABLE OR 24" MAX --I "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.PAINTED BLUE FOR WATER VALVE BOX PAD N.T.S. N.T.S. NOTE: 1. TRACE WIRE IS REQUIRED ON ALL PIPE. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED�50/50 RESIN CORE), WRAP W/3 ALTERNATING LAYERS OF SCOTCH "33" TAP & COVER WITH SCOTCH WATERPROOFING COMPOUND. 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP 6. VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. TO PUT CONTINUOUS TRACE WIRE g RI F Mp,�N UNDER BOLT, FIRST LOOSEN NUT, •• WIREP8�4 "OF BRANCH AROUND BOLT�11T1�VISTT,, 2 WRAPS WIRE. "DO NOT CUT WIRE" TIGHTEN NUT AFTER WRAPPING FMI OZ. �I TRACE WIRE AROUND THE BOLT. SOLDER X 10 W S BRANCH SPLICE DETAIL FINISH GRADE XSEE DETAIL ABOVE. CONTINUOUS #10 THHN LTI-STRANDED CONDUCTOR COPPER TRACE WIRE RIP 4" MIN. HALF HITCH HALF HITCH OP BEHIND EAC EACH SIDE OF BELL. _LL VALVES FINISH GRADE MIN. 3 TWISTS EP MEER BRANCH SPLICE r ALL TEES. i FIRE HYDRANTS SERVICE SERVICE TAPS STEP 10 THHN MULTI -STRANDED Dl OPPER TRACE WIR • MIN. 5 WRAPS H EACH END OF ALL SERVICE TAPS, SOLDER STEP3 STEP 4 MAIN LINE SPLICE DETAIL n n TRACE WIRE DETAILS N.T.S. FINISHED GRADE - 3/4" GALV. FOUR HYDRANT GUARDS CONC. ENCASEMENT 6" MIN. "IE RODS AS REQ'D. BY W.M.U.D. SEE NOTE I(BELOW) 90° BETWEEN OUTSIDE DIAMETERS OF PIPE (TYP.) SEE NOTE 3 - (BELOW) 50 SEWER WATER MAIN � I PCONCRETIETHRUST GATE VALVE FIRE HYDRANTTEEVARIES6" (MIN.)PLAN VIEW WATER MAN BLOCK PUMPER NOZZLE FACING ROADWAY ACCESS icy VALVE BOX GRADE g w CCONNECTION Z >> (ANCHOR TYPE) N " U 6" G.V. X X. 6" PIPE xx 1.5 CU. FT. CONCRETE 6" (MIN.) CONCRETE THRU UNDISTURBED WATER MAIN BLOCK SOIL NOTES CROSS SECTION 1 PIPE FIII I EDGUARDS/ CRETE GUARDS TO GALVANIZED E PAINITED STEEL OR DUCTILE 2. �OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE CL F THE NEAREST ROADWAY OR FINISH GRADE. 3. COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) 4. DARLING B4",MUELLER A423 OR CLOW MEDALLION'F2545 ICAN- 5. AL APPROVED EMETHOD W M U.D (E G TRAININHYDRANT MAY BE USED IF 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. \ FIRE HYDRANT DETAILS 1 1/2' TYPE K COPPER - SERVICE LATERAL METER BOX (METER NOT 910wW) -7 ^ 1" TYPE K COPPER SERVICE LATERAL LOCKING CURB STOPS BRASS COMPRESSION II I WYE BRANCH IN LINE DUAL BRASS LOC1oFNC CURS p PLAN VIEW NECK BY IRCUD STOP (FORD CR YUELLER) WTH INTEGRAL METER COWLING CENTER OPENING OVER METER(S) Y Y"L CUS'TOWrERS METER omimS) (SEE NOTE NO. 3) iN 4• Mk GRAVEL OR CRUSHED ROCK CROSS SECTION NOTES 1. METERS OYM r MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR. 2 ALL METERS r AND SMALLER W'LL BE SUPPLIED AND INSTALLED BY PIXAM WAR COUNTY UTIUTY DEPARTMENT. 3. MIR"1RJN StM CF METER BOXES: 1• SERVICE (12" X 20•); 1-1/2" AND 2" SERVICE (tr X 28•). N.T.S. SECTION A -A UTILITY OTHER ��p,Ry CC NNCCRR THAN SEWER SASEWER ENOCASEC E E CASEMENT 2'-0" MIN. WAMAIN o WATER MAIN WATERLINE TO BE OVER TOP 1 0 OF SEWERLINE - WHERE POSSIBLE. A 104 A A A CLASS 1y + CLASS 2 ENCASEMENT DETAILS N.T.S. NOTES 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3. WHERE A 1 O' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH. 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER FORCEMAIIN )SHALL BE CLASS AND A WATER 52 D.I.P. OR CO CIREETE E CASETHE DINE (OR UTILITY ENCASEMENT OBSTRUCTION T 36' MIN. COVER • PRESSURE MAIN RESTZ�N�F� ENCASE AS REQ'D. BENfjSJM1(�° SPECIAL UTILITY CROSSING -_FITTING TYPE * 18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. GRADE SLOPE T STRUCTION 36" MIN. COVER-`_' SEE NOTE NO.2 ° PRESSURE MAIN FOR ACCEPTABLE DEFLECTION POINOSS SING LENGTH ENCASE AS REQ'D. 91 STANDARD UTILITY CROSSING - DEFLECTION TYPE N.T.S. NOTES 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSIING BE ALLOWED. 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM.) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY W.M.U.D. 5 USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN 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°Z 111/1 90° 45° 221°2 111/4 3„ 4 „ 6 „ 8 „ 10 12' 16 „ 20 „ 24" 30„ 3" 30' 15, 10, 5' 40' 20' 10, 5' 3" 0 0 0 0 0 0 0 0 0 0 4" 35' 15' 10' 5' .55' 25' 15, 10, 4" 40' 0 0 0 1 0 0 1 0 0 0 0 6" 55' 25' 10, 5' 80, 35' 20' 10, 6" 50' 45' 0 0 0 0 1 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' 115' 100' 75' 40' 0 0 0 0 0 16" 120' 50, 25' 15, 165' 70' 35' 20' 16" 160' 155' 140' 125' 100' 1 70' 0 0 0 0 20" 150' 65' 30' 1 15' 200' 85' 40' 20' 20" 200' 195' 185' 170' 150' 130' 75' 0 0 0 24" 180' 70' 35' 20' 210' 90' 45' 25' 24" 160' 155' 150' 140' 135' 120' 90, 50' 0 0 30" 190, 80, 40' 20' 250' 105' 50, 25' 30" 195' 190' 185' 180' 170' 160' 120' 106 70' 0 36" 220' 95' 45' 25' 0 0 0 0 36" 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 42" 245' 105' 50' 25' 0 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' 48" 260' 120' 60' 30' 0 0 0 0 48" 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' Restrained lengths for valves, dead ends and branches from tees shall be the same as for 900 (degree) bends Length of restrained joint for larger diameter pipe 16" SIZE OF AWN 3* BRONZE ANCHORED o IN cPOST WATER S SERVICE 8" x 8" CONC. POST MAIN 36"COVER DEPTH OF COVER 1/8" DEEP LETTERS TO BE CAST WITH 3" DAl BRONZE DISC AS MFG. m BY SHEIDOA' BRONZE CO. OR APPROVED EQUAL i- FINISHED GRADE SET POST IN CONCRETE - NOTES 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 3. MARKER TO BE USED OVER FORCE MAINS. 4. MARKER TO BE USED OVER FORCE MAIN VALVES. PERMANENT LAND MARKER N.T.S. 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 � 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. 2" GATE VALVE (�.) 2" METER 2" SERVICE SADDLE - EXISTING WATER MAIN FEBC❑ DOUBLE CHECK VALVE SCH 40 GALV. " OR -WYE" (TYP.) PRESSURE GAUGE (SEE NOTE 7) w 18" MAX. EXISTING GRADE 12" MIN P > w w C0 0 D- A H Nz LU 0 U p Q z z Ne } C9 � U w � co w 0 CO M.J.G.V. FORD FB 1700 2" CORP. STOP kg w Cn U Uz -TIE-IN VALVE TO BE CLOSED AND LOCKED Z oc w _ Z N Cq z C, N O SECTION W CO _J o � o M 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. 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 THATTHE 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. 9. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND 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 10t 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 W CV Q uJ z 5 p o Lo Uz0�� ° LLi 0 �> �°Nr__ w 0 w LL v I� Q o > (.5w 06 < x LU 0 Z � 0 CL z I- CO W N.T.S. V z (0> U ° LL N J w 0 U L: V) j w 0 z z Q Q _ O V J Ids UJ G D O O 0 LV W Q � Q = p Z 4 5/r -3/4- METERS SHALL BE HERSEY TURBINE, MASTER METER, & SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL JOINTS MAY SHEET OR APPROVED EQUAL MATH 5/s• RUBBER METER WASHERS. BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO 5. 1" - r METERS SHALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 8 6 METER BOX 48 HOURS BEFORE DIGGING OF 12 10 N.T.S. ( 00)CALL 4 2-477LL CHRISTOP J. PONTELLO, FL PE# 55544 1 800 432-4770 SUNSHINE STATE ONE CALL PROJECT No OF FLORIDA DATE: �� 1 T 20T, 06-208 FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY WAY W7MOUT 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 611015-27 F.A.C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN WRXWWENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. ® COPYRIGHT 2003 W.F. McCAIN do ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC THREADED BRASS CLEAN -OUT PLUG FITTING CLEAN -OUT ADAPTER NOTE: CLEAN -OUTS IN 4" PVC PIPE TRAFFIC AREAS SHALL HAVE C.I. VALVE BOXES AND COVERS STAMPED "S" PVC WYE PVC SEWER LINE UNDISTURBED 7F MATERIAL CLEANOUT DETAIL HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS POTABLE WATER RECLAIMED WATER GRAVITY SEWER GRAVITY & F.M. STORM SEWER ACCEPTABLE PROPOSED UTILITY VARIANCES HORIZ. VERT. HORIZ. 5' C/C VERT. HORIZ. VERT. HORIZ. VERT. POTABLE --- --- 18" 10' 18" 10' 18" WATER 3' 0/0 SEE GENERAL 5' C/C 5' C/C NOTES NO. 4 RECLAIMED " 18 --- --- 18" --- --- 3' 0/0 3' 0/0 WATER 5' C/C SANITARY 10' 18" 18" --- SEWER 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 (F.A.C). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN A WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE LINES. ENCASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS + 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY FAC. REGAINED. B. WHERE 18" MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE 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 IRON OR ENDED PIPE CENTERED AT THE POINT OF CROSSING. SPECIE SHALL APPLY. SUPPORT MAY BE REQUIRED. 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE C. IF 36' MINIMUM DEPTH OF COVER IS NOT MAINTAINED, SPECIAL OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING PROTECTION OR PIPE MATERIAL UPGRADE MAY BE REQUIRED. GREATER CLEARANCE SHALL BE USED. 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH • C/C -DENOTES CENTER OF PIPE TO CENTER OF PIPE ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. • O/O -DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE THE WORD 'MAY, AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES CITY ENGINEER'S DISCRETION TO BE TAKEN ON A CASE BY CASE BASIS. %21 UTILITY PIPE MINIMUM SEPARATION REQUIREMENTS TABLE LEVELING RINGS 2 COURSES MIN. 6 COURSES MAX. 3/ MANHOLE FRAME do COVER U.S. FOUNDRY DWG. NO. 420A CUT CLASSIFICATION HEIGHT 1n w FLEXIBLE PLASTIC I IT RAMNECK GASKET o 0/E d d 00 Tn OR 5'-0' LD. o � ir Ir A SEE PIPE 1 A w-!, 2 2 OPENING to Q z i FILL CONCRETE DETAIL' PIPE > 5.3 6" IN. P INVERT N SEE M EFFLUENT do INFLUENT DETAIL 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. �1 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 BOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY KOR-N-SEAL INC. (FOR PRECAST HOLES) H.P. ELEV. OF FILL CONCRETE r I TO BE SAME AS O.D. OF PIPE / N.T.S. SEE PIPE OPENING 24" FROM EDGE OF MANHOLE DETAIL (FOR FIELD TO OUTSIDE OF BELL INSTALLATION) MAY OR P.E. JOINT (TYP) BE PRECAST. f 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 1. PIPE J❑INT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE C❑NNECTI❑NS MANHOLE EFFLUENT & INFLUENT 11 N.T.S. EXISTING BASE TRENCH WIDTH + 4' I IN. SURFACE RESTORATION 6" MECHANICALLY MIN. SAW EXISTING PAVEMENT 1= /////// ////////♦ z - 7-- cc /,2 ///// /// w REPLACEMENT SEE NOTE 6 D_ LIMEROCK BASE Q IN 3 LIFTS AT w 6" MAX. LAYERS OR 98% v OTHER APPROVED METHOD TO ACHIEVE E7 M 95% COMPACTION MAX. WATER LEVEL 4" MAX. \\ ALLOWABLE DURING LAYERS / /\ CONSTRUCTION AT 95% ., 3/4" DIA. BEDDING ROCK 12" PIPE 12" OR PEA ROCK WHERE UNDISTURBED SOIL CONDITIONS REQUIRE TRENCH WIDTH 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. DHLAHEAAFEHEEDJT1I2 ITKANSURFACING LAPPED ND SHALL CONSISTENT MN H) 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) TRENCH DETAIL (PAVED AREAS) - N.T.S. PROVIDE TRENC SLOPE AS REQ'D. GRADE F N tY w 6" MAX. LAYERS O OR OTHER APPROVED MAINTAIN TRENCH U METHOD TO ACHIEVE' WIDTH 2'-0" ABOVE z 95 /o COMPACTION TOP OF PIPE SEE NOTE 4 co MAXIMUM WATER LEVEL 4" MAX. ALLOWABLE DURING LAYERS CONSTRUCTION AT 95% 3/4" DIA. BEDDING ROCK 12" PIP 12 OR PEA ROCK WHEREO.D. UNDISTURBED CONDITIONS REQ'D. THE CH WIDTH SOIL 'W' 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. TRENCH DETAIL (UNPAVED AREAS) 1 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 24 3/4" 6 COURSES MAX. O CONCENTRIC a CONE 0 L SEE PIPE N OPENING DETAIL U D D I _SLOPE FILL r:''�`:® 2"/FT. CONCRETE STANDARD "T" BRANCF 8" 5'-0" 1. D. 8" SEE PIPE OPENING THREADED CAR,,,DETAIL B B PIPE INVERT `,4 LU STAINLESS STEEL 6" MIN. O STRAPS (TYP-) w O f.:.,.? •• • ..., ,,.. , . •� ••��; STANDARD LONG ::,r.;z..:•,,;.,.:.. , ;•. ; ..t RADIUS ELBOW FILL CONCRETE-/ ELEVATION SECTION B-B TO BE USED WHERE DROP IS 2' OR MORE 4" CAP TOP OF CAP TOP OF CAP AT GRADE AT GRADE PROPERTY LINE (TYP-) (TYP.) OF ROAD ELEVATION CROWN OF ROAD Z 'ummamm'\ PROPERTY- 4" CLEANOUT MIN. SLOPE 1/4" PER FT. LINE STAND PIPE USE GREATER SLOPE 4" CLEANOUT WHERE POSSIBLE Lfl STAND PIPE it 6" X 4" 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 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE PIPE OPENING DETAIL DRAWING NO. S-10. INSTALLED PLUG 3. SEE MANHOLE EFFLUENT &INFLUENT DETAIL; (TYP) WRAP WITH DRAWING NO. S-11. DETECTION TAPE 4" CLEANOUT 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 6" 5. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL PROPERTY FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. LINE s TYPE "A" DROP MANHOLE 6" DOUBLE "Y" 1 1 N.T.S. \ 6" MANHOLE NOTES 1. REINFORCING AREA OF 0.20 SQ. INJFT. FOR WALL SECTION, MIN. TO a z 0J MEET OR EXCEED A.S.T.M. A 185. a 2. ALL CEMENT TO BE TYPE II. NOTE 4" CAP BENDS AS 0- Z REQUIRED 0 -' a q OF SEWER MAIN TO BE OR OF STREET UNLESS OTHERWISE SHOWN ON PLANS 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. 6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR 1 1 STANDARD LATERAL SHALLOW SEWER EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 11 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 q- OF ROAD DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. PROPERTY ELEVATION 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN LINE 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 I � CROWN OF ROAD 14. 2 COURSES MIN., 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE o TYPICAL TRENCH CONTOUR TOPS AND CASTINGS. 6"x4" 15. 314" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" M [SWEEP DURING CONSTRUCTION SHALL BE PROVIDED AS REQUIRED BY I.R.C.D.U.S. 6" BENDS AS REQ'D. - 16. TRAFFIC BEARING LID ONLY. 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 z ' FRAME/COVERS. DBL. SERVICE M 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO AS SHOWN ON I THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE STANDARD o I wt 0 ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LATERAL DETAIL j- * `r' SAND x%,M> LOAD (AASHO H-20). DRAWING NO. S-1 BED "=• •` ` TRAFFIC BEARING UTILITY PIPE INVERT <a.. BOX AND TOP WITH LIFTING DEVICE IN TOP. IDENTIFY UTILITY 2' MIN. GRADE (SWALE) 12 SAND EXCAVATION 11 GRADE (ROADWAY) -7 AIR RELEASE VALVE 2" DIAMETER ti'. STAINLESS STEEL OR BRASS NIPPLE ; 2" STAINLESS STEEL DOUBLE STRAP SERVICE SADDLE ^. PROVIDE OFFSET CUT OUT FOR OD OF MAIN 1 /2 CUBIC YARD J 3/4" GRAVEL OR DRAIN ROCK NOTES 3 1 /2" P.V.C. AND FITTINGS 4'-0' MIN. SEWER FORCE MAIN 2" DIAMETER STAINLESS STEEL '-'�`' OR BRASS • ,.. NIPPLE Z_ v 1, AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE C❑NDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE I. R. C. D. U. S. 2 AIR RELEASE RISERS TO BE IN A VERTICAL P❑SITI❑N AND N.T.S. 4" CLEANOUT & CAP STAND PIPE \PROPERTY? LINE 6"x4" r SWEEP 314" GRAVEL CONTINUE GRAVEL BED UNDER & PARALLEL TO PIPE INTO UNDISTURBED SOIL TO PROPERTY LINE STANDARD "Y" BRANCH TO BE LOCATED IN FIELD N.T.S. NOTES 6" 1. 3/4" GRAVEL BEDDING 3/4" GRAVEL (� SHALL BE USED FOR z EXCAVATION IN ROCK.q. 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 1� MODIFIED RISER LATERAL (DE 1� U.S.F. DWG. NO. 420A OR EQUAL MANHOLE COVER. LETTERS MARKED "SANITARY SEWER". S COVER 22-1 5/1 6" I T-O" CONCEALED WAT PICKHOLE ERTIGH FRAME SECTION NOTES 2" ti 0 a d a M C� N Z w 0 U 0 w Q Z Z Y }(9�:0w W 0 0 V 0 cn co w U o>c w Uz Zw w Ill z $ W W w o o rn C,4 c'M Q Z O z w I_ cv) O 00 Uzoin Lu 0 U OOf wO�r 5 J N ^ LL 04 Q W O o W v I*- > U w �;o Z ma Z_c,w.-pa Q z Q (co W V�0ow ZO � N > V 2EI= W w J O U LL w > > a > 0 z z 0 Q O V -I Lu 0 O U ♦Q v W Q Q Z PLACED AT SUMMITS IN THE SYSTEM. a `• A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. ° ELEVATION SECTION D-D 3, SEE TRACER WIRE DETAIL. 6" TYP. ' ' ' ; -._M. ' TO BE USED WHEN CUT CLASSIFICATION IS 6'0" OR LESS 14 STANDARD MANHOLE CASTING 11-17 ;- NOTES 1, SEE MANHOLE NOTES ON DRAWING NO, S-4 11 N.T.S. SHEET 2. SEE STANDARD MANHOLE CASTING DRAWING NO, S-3 PIPE OPENING = PIPE O.D. + 6" 3. SEE PIPE OPENING DETAIL DRAWING NO. S-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 9 ELEVATION 11 N.T.S. 48 HOURS BEFORE DIGGING 8 STANDARD SHALLOW M.H. CALL TOLL FREE OF 2 4 PIPE OPENING DETAIL 11 N.T.S. 1 SUNSHINE 432�770 CHRIS ER J. PONTELLO, FL PE# 55544 N.T.S. SUNSHINE STATE ONE CALL PROJECT No OF FLORIDA DATE: AN ' 200� 11 06-208 ® COPYRIGHT 2003 W.F. McCNN do ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT � FtE ROOUCED IN ANY WAY �T}10Uf 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 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. CHECK VALVES STEEL GASING PIPE .. - 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-MQ/L CONCENTRATION IN 10OFT 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 11 1. WATER MAINS POLYVINYL CHLORIDE PIPE AND FITTINGS SCOPE REQUIREMENTS OF AWWA STANDARD SPECIFICATIONS C508-01, OR LATEST REVISION. THE VALVES SHALL PIPES SHALL HAVE THE MINIMUM NOMINAL DIAMETER AND WALL THICKNESS AS INDICATED BELOW. THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR POTABLE WATER MAINS. 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 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. 6-16 0.312 (INCHES) (POUNDS) (GALLONS) GENERAL B. WHEN THERE IS NO FLOW THROUGH THE LINE, THE DISC SHALL HANG LIGHTLY AGAINST ITS SEAT. WHEN 18-20 4 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. 0.312 22-24 0.437 6 0.054 0.65 8 THE SPECIFIC CONDITIONS OF THE PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS) MAY C. CHECK VALVES SHALL HAVE BRONZE SEAT AND BODY RINGS, EXTENDED BRONZE HINGE PINS, AND 26-34 0.500 0.08 REQUIRE THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING CONSTRUCTION PERMIT REVIEW OR BY BRONZE NUTS ON THE BOLTS OF BOLTED COVERS. D. VALVES SHALL BE SO CONSTRUCTED THAT DISC AND BODY SEAT MAY EASILY BE REMOVED AND 30-34 0.500 1.02 10 0.085 1.44 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. CHECKVALVES FOR PVC PIPES GREATER 60-78 0.813 A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING POTABLE WATER SHALL BE DESIGNED FOR A THE 3" SHALL BE BRONZE. PVC BALL CHECK VALVES SHALL BE PER THE APPROVED MANUFACTURER'S 84-90 0.875 GENERAL DESIGN DATA MINIMUM WORKING PRESSURE OF 150 PSI. PRODUCT LIST. 96-102 0.937937 WATER DISTRIBUTION B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE ASTM 2241, LATEST REVISION. PIPE SHALL BE SDR 21 PLUG VALVES 108-114 1.000 WITH A PRESSURE RATING OF 200 PSI. JOINT DESIGN TESTED TO THE REQUIREMENTS OF ASTM D 3139. RUBBER 120 1.12525 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. C. POLYVINYL CHLORIDE PIPE PER APPROVED MANUFACTURER'S PRODUCT LIST. PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. PORT AREA SHALL BE AT LEAST 80 OF FULL PIPE AREA FOR VALVES 20 INCHES AND SMALLER. PORT AREA SHALL BE 70 PERCENT STANDARD SPECIFICATIONS. FIELD WELDS SHALL BE COMPLETE PENETRATION, SINGLE-VEE GROOVE OR CURRENT REGULATORY AGENCIES REQUIREMENTS. B. ALL DISTRIBUTION SYSTEMS SHALL BE PROPERLY LOOPED, WHERE FEASIBLE, AND VALVED TO PERCENT SINGLE -BEVEL GROOVE TYPE JOINTS. 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 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 C. DESIGN SHALL BE BASED ON AN AVERAGE DAILY CONSUMPTION OF 100-GALLONS 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 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 A. JOINTS FOR PVC PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. NO SOLVENT IRON OR DUCTILE IRON PIPING SHALL HAVE SCREWED END CONNECTIONS. THE PLUG SHALL BE ONE POTABLE WATER MAINS. IRCDUS SHALL DIRECT THE CONTRACTOR WHICH TYPE TO BE USED. TAPPING SLEEVE MAXIMUM DAY DEMAND RATE, WHILE MAINTAINING A 20-PSI RESIDUAL PRESSURE IN THE DISTRIBUTION SYSTEM. WELD OR THREADED JOINTS WILL BE PERMITTED. PIECE AND OF SUFFICIENT DESIGN SO AS NOT TO 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 MANUFACTURER'S PRODUCT LIST. DISTRIBUTION SYSTEM UNDER ALL CONDITIONS OF FLOW (EXCEPT AS NOTED IN D ABOVE). SPECIFICATIONS AND APPROVAL. C. RESTRAINT JOINTS, WHEN REQUIRED; SEE APPROVED MANUFACTURER'S PRODUCT LIST. 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 SYSTEM MAINS MAY BE USED TO SERVE UP TO 10 SHALL CLEARLY INDICATE VALVE POSITION AND AN ADJUSTABLE STOP SHALL BE PROVIDED. SEE SECTION 11.04 FOR RESTRAINED JOINTS 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, 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 REQUIREMENTS, 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 LUBRICATED BEARING BUSHINGS. TESTING AND INSPECTION OF WATER MAINS, RECLAIMED WATER FORCE MAINS WASTEWATER FORCE MAINS AND GRAVITY H. THE MINIMUM SIZE MAIN SERVING FIRE HYDRANTS SHALL BE 6-INCHES IN DIAMETER FOR RESIDENTIAL (SINGLE FAMILY) AREAS AND 8-INCHES IN DIAMETER FOR COMMERCIAL AREAS AND MULTIFAMILY RESIDENTIAL AREAS. SPECIFICATIONS C110/A21.10-98 OR C153/A 21.53-00, OR LATEST REVISIONS. FITTINGS SHALL BE CEMENT MORTAR C. THREE-WAY PLUG VALVES SHALL BE NON -LUBRICATED GEAR OPERATED. VALVE BODIES SHALL BE SEWERS 1. MAXIMUM FIRE HYDRANT SPACING SHALL NOT EXCEED 1000-FEET 1N 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. PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING RESIDENTIAL AREAS AND 600-FEET IN COMMERCIAL AREAS AND MULTIPLE -FAMILY RESIDENTIAL REVISION. THREE-WAY VALVES SHALL BE 3-WAY, 3-PORT, 270-DEGREE TURN. AREAS. NO FIRE HYDRANT SHALL BE OVER 500-FEET FROM A SINGLE-FAMILY RESIDENCE, B. THE PRESSURE RATING SHALL BE 350 PSI. C. JOINT RESTRAINT, WHEN REQUIRED; SEE APPROVED MANUFACTURER'S PRODUCT LIST. 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. MUITIFAMILY RESIDENCE, OR COMMERCIAL BUILDING. J. ALL PUBLIC FIRE HYDRANTS SHALL BE PAINTED FEDERAL SAFETY RED. PRIVATE FIRE AIR RELEASE VALVES 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 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 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 PIPELINE DURING THE CONSTRUCTION PERIOD, AND ALL DIRTY AND/OR DISCOLORED WATER FROM THE PIPELINES. IF AFTER THIS CLEANING, ANY OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL DEBRIS CLEANED FROM THE PIPELINES SHALL BE IN IRCDUS STANDARDS DETAIL W-8. L. A GATE 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. SHALL SHOW THE PIPING LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES, EXPANSION JOINTS, B. THE FITTINGS SHALL BE THREADED. BELOW GROUND AIR RELEASE VALVES FOR WASTEWATER SHALL BE SPECIFICATIONS C-605-94, 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 SHOWN IN LARGE DETAIL WITH ALL NECESSARY DIMENSIONS. THE DRAWINGS SUBMITTED SHALL SHOW FLANGED 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, PRESSURE PUMPS AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR DESIGNATED REPRESENTATIVE SHALL BE FLOW PRIOR TO ACCEPTANCE BY IRCDUS, AND AN ON -SITE FIRE FLOW TEST SHALL BE CONDUCTED BY THE INDIAN RIVER JOINTED SECTIONS PLACED SO AS TO BE REMOVABLE WITHOUT DISTURBANCE TO THE MAIN PIPE SECTIONS. BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. PRESENT DURING ALL TESTING, TELEVISING, AND FINAL INSPECTIONS. COUNTY FIRE DEPARTMENT OR EMS. N. SERVICE CONNECTIONS AND FITTINGS SHALL BE LOCATED OUTSIDE OF PAVEMENT, CONCRETE FIRE HYDRANTS 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 PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT O. WATER MAINS AND SERVICES SHALL BE INSTALLED IN FRONT EASEMENTS OR IN DEDICATED RIGHTS -OF -WAY (NOT UNDER A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF FIRE HYDRANTS SHALL BE TRAFFIC TYPE, 5%" VALVE OPENING AND MANUFACTURED PER THE APPROVED 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. THE PIPE. SEE TRACE WIRE DETAIL M-14 FOR SPECIFICATIONS REGARDING INSTALLATION. MANUFACTURER'S PRODUCT LIST. FIRE HYDRANTS SHALL COMPLY WITH THE CURRENT AWWA STANDARD 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. " HYDRANT SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS ("DOG EARS) AND SHALL OPEN DEAD-END DER TO BLEED ND IN OR D AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES. TAPE IS TO BE INSTALLED 12" BELOW PROPOSED FINISHED GRADE. BY TURNING TO THE LEFT (COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR 18" THESE ITEMS SHALL BE INCLUDED AS PART OF TESTING. C. THE LEAKAGE TEST MAY BE CONDUCTED CONCURRENTLY WITH THE HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT A .EXCAVATION FOR ALL UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE ADEQUATELY GUARDED WITH BARRICADES AND CLEARANCE ABOVE CENTERLINE OF ROADWAY. IT SHALL BE PROVIDED WITH TWO 2%" HOSE NOZZLES AND LESS THAN 2 HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE REPAIRED AND LEAKAGE ELIMINATED LIGHTS, SO AS TO PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS, CURBS, PARKWAYS AND OTHER INSTALLATION ONE 4VZ PUMPER NOZZLE, ALL HAVING NATIONAL STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES THAT FAIL TO MEET TESTS SHALL BE REPAIRED AND RE -TESTED PUBLIC PROPERTY DISTURBED IN THE COURSE OF THE WORK SHALL BE RESTORED IN A MANNER SATISFACTORY TO THE IRCDUS AND/OR PUBLIC WORKS. ATTACHED BY CHAINS. OPERATING NG NUTS SHALL BE AWWA STANDARD (PENTAGONAL, MEASURING POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED WITH -0-RING- PACKING. FIRE HYDRANT SHALLLLB BE AS NECESSARY UNTIL SATISFACTORY TEST REQUIREMENTS ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND B. FOUNDATION MATERIAL USED FOR PIPE BEDDING FROM A MINIMUM 6-INCH DISTANCE BELOW W THE PIPE INVERT TO THE A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS SPECIFICATION, THE PIPE SHALL BE PAINTED FEDERAL SAFETY RED. 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 PIPE, SHALL BE BANK RUN SAND AND GRAVEL. HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND WITH THE BY THE ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS REQUIRED. THE LINE SHALL BE FILLED WITH C. ALL GRAVITY SEWER INSTALLATION PROCEDURES MUST BE IN ACCORDANCE WITH PIPE MANUFACTURER'S 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 HAVEA 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 R 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, CUSTOMER'S SIDE OF THE METER. ABOVEGROUND PIPING SHALL BE DUCTILE IRON. BRASS OR COPPER PIPE TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13 OF AWWA STANDARD SHALL BE PLACED CONTINUOUSLY IN THE TRENCH OVER ALL PIPES, 12-INCHES BELOW GRADE. AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF THE PIPELINE. WHERE THE MAYBE USED FOR PIPE IN DIAMETER OR SMALLER. PREVENTERS S SHALL BE REDUCED SPECIFICATION C-600-99, OR LATEST REVISION. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE 'NUMBER OF 1. TRENCH - TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR INSTALLATION OF THE PIPE AND SHALL COMPLY GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE DEWATERING EQUIPMENT. ALL PIPING SHALL BE PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OF RECORD AND C PRESSURE/DOUBLE CHECK TYPE WITH TWO 2 lNDEP INDEPENACKFLOWDENTLY P ES RE/DOU O ENDENTLY OPERATING CHECK VALVES, AND SHALL BE GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: L = ND X (P)1/2 7400 WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE IRCDUS APPROVES WET TRENCH INSTALLATION. DESIGNED TO OPERATE IN A HORIZONTAL FLOW MODE. AN INDEPENDENT RELIEF VALVE SHALL BE LOCATED DESIGN BETWEEN THE TWO CHECK VALVES: REDUCED PRESSURE FEATURE SHALL BE INCLUDED IN ALL L =ALLOWABLE LEAKAGE IN GALLONS PER HOUR PIPE. 2. BACKFILL - ONLY GOOD QUALITY BACKFILL, FREE OF STONES, HARDPAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR B. DEPTH OF COVER AND PIPE ELEVATION: UNLESS OTHERWISE SHOWN ON THE DRAWINGS, OR OTHERWISE AUTHORIZED BY THE IRCDUS, ALL PIPE SHALL HAVE A MINIMUM DEPTH OF COVER OF 36 INCHES. CONTRACTOR SHALL COMMERICAL APPLICATIONS. USC PREVENTERS SHALL BE UNIVERSITY OF SOUTHERN CALIFORNIA ( ) N = NUMBER OF JOINTS IN THE SECTION TESTED D = NOMINAL DIAMETER OF THE PIPE IN INCHES OTHER DEBRIS THAT MIGHT BE DAMAGING TO THE PIPE SHALL BE USED. BACKFILL SHALL BE PLACED IN THE TRENCH IN DETERMINE TOP OF PIPE ELEVATION AND TOP OF FINISHED GRADE ELEVATION FOR EVERY TWO JOINTS OF P APPROVED AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. P = AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE UNIFORM LIFTS OF 12-INCHES. 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. 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 IFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM (MAX)) COMPACTION OF FEET OF THE TOP OF PIPE ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT MEET 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 THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT DOES MEET THESE REQUIREMENTS. CONTRACTOR SHALL RECORD TOP OF PIPE AND TOP OF GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE-PIECE VALVE BOXES WITH CAST IRON E EQUIPMENT AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PIPE COATING. LINES SHALL BE TOTALLY FREE AND CLEAN T-180 AND ASTM D-2167. DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER OR HIS REPRESENTATIVE. ENGINEER RESERVES THE COVERS AND SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS EXTENDED TO MATCH FINISHED PRIOR TO FINAL ACCEPTANCE. 4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAY BE REQUIRED AS RIGHT TO HAVE 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, HAVING 5%"SHAFT. COVERS SHALL HAVE "WATER" CAST INTO THE TOP FOR WATER MAINS, "SEWER" CAST E. 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. THEY CONFORM TO THE AFOREMENTIONED REQUIREMENTS. 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, 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 8 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 UNIFORM TO OSHA REQUIREMENTS. SCOPE FOR POLYETHYLENE TUBING ANCHORS FOR CASTING IN CONCRETE. NAMEPLATE SHALL BE 3" DIAMETER BRONZE DISK WITH D. INSTALLATION OF FORCE MAINS (SEWER OR REUSED WATER) SHALL BE IN ACCORDANCE WITH LATEST AWWA STANDARD ENGRAVED LETTERING 1/8" DEEP, AS SHOWN ON THE DRAWINGS AND MANUFACTURED PER THE APPROVED MANUFACTURER'S PRODUCT LIST. 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. 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 DURING CONTINUOUSLY IN THE TRENCH OVER ALL PIPES PER DETAIL M-14, 12-INCHES ABOVE PIPE. POLYETHYLENE TUBING 3 INCHES IN DIAMETER AND SMALLER MAY ELIMINATE CONCRETE PAD IN ASPHALT PAVEMENT. THE CONSTRUCTION PERIOD, AND ANY DIRTY OR DISCOLORED WATER FROM THE LINES. IF, AFTER THIS CLEANING, ANY OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL DEBRIS CLEANED FROM THE LINES SHALL BE REMOVED FROM THE JOB 1. TRENCH -TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR PIPE INSTALLATION AND SHALL COMPLY WITH A. POLYETHYLENE TUBING SHALL COMPLY WITH APPLICABLE REQUIREMENTS FOR EXTRUSION COMP SITE. CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED AND ALIGNMENT SHALL BE PARALLEL WITH IO S C 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, ROADWAY, WHERE POSSIBLE. 2. BACKFILL -ONLY GOOD QUALITY BACKFILL, FREE OF STONES, ROOTS, ROCKS, BROKEN CEMENT OR OTHER MATERIAL THAT AND SHALL COMPLY WITH THE FOLLOWING: 0 1. TUBING SHALL HAVE A WORKING PRESSURE OF 200 PSI AT 73.4 F. A. CORPORATION STOPS FOR CONNECTIONS TO DUCTILE IRON OR P.V.C. PIPING SHALL BE ALL BRASS OR PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. THE CONTRACTOR SHALL PRESSURE TEST EACH WATER MAIN MPL ION OF THE UPON COMPLETION PIPE LAYING AND BACKFILLING OPERATIONS, INCLUDING PLACEMENT OF ANY REQUIRED MIGHT BE DAMAGING TO THE PIPE SHALL BE USED. BACKFILL MUST BE PUT IN THE TRENCH IN LIFTS. MATERIALS 2. TUBING SURFACES SHALL BE GLASS SMOOTH, AND SHALL BE FREE FROM BUMPS AND IRREGULARITIES. MAT BRONZE SUITABLE FOR 150 PSI OPERATING PRESSURE, SHALL BE IRON PIPE OR AWWA TAPERED TEMPORARY ROADWAY SURFACING. 3. COMPACTION -ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. MUST BE COMPLETELY HOMOGENEOUS AND UNIFORM IN APPEARANCE. THREAD DESIGN, SHALL BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST, AND SHALL BE OF SIZES REQUIRED AND/OR NOTED ON THE DRAWINGS. REQUIRED F C. THE PRESSURE Q OR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING BACKFILL SHALL BE COMPACTED IN 12-INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF 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 NL 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. 4. TUBING SHALL BE FULLY LABELED WITH BRAND NAME AND MANUFACTURER, NSF SEAL, SIZE, TYPE OF PLASTIC APPROVED MANUFACTURERS PRODUCT LIST. 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. 4. DEWATERING -CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAY REQUIRED, AS NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND MATERIAL, AND ASTM DESIGNATION WITH WHICH THE TUBING COMPLIES. 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 A. JOINTS FOR POLYETHYLENE 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 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. AND COUPLING NUT. STAINLESS STEEL TUBE STIFFENER INSERTS SHALL ALSO BE USED FOR PE TUBING SERVICES. NOTED. THE COUPLINGS SHALL BE MECHANICAL TYPE FOR RADIUS GROOVE PIPING. THE COUPLINGS SURFACE. INSTALLATION OF WATER MAINS MUST BE IN ACCORDANCE WITH LATEST AWWA STANDARD B. OTHER TYPE JOINTS MAYBE CONSIDERED FOR SPECIFIC INSTALLATIONS UPON SUBMISSION OF SPECIFICATIONS AND SHALL MECHANICALLY ENGAGE AND LOCK GROOVED PIPE ENDS IN A POSITIVE COUPLE AND ALLOW FOR ANGULAR DEFLECTION AND CONTRACTION AND EXPANSION. ON. E. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST OF THE PIPE SHALL CONFORM TO SPECIFICATIONS G 600 SERIES, IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. ALL 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 INSTALLATION 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 TESTING, MONITORED MAKE-UP WATER TEST, TABLE III, IS ON PAGES 24 AND 25 OF THE HANDBOOK. MAGNETIC I.D. TAPE SHALL BE PLACED CONTINUOUSLY IN THE TRENCH OVER ALL PIPES, 12- WITH A SHAPED CROSS-SECTION AND INTERNAL SEALING LIPS PROJECTING DIAGONALLY INWARD, F. IN ANY TEST OF PIPE LAID DISCLOSED LEAKAGE OR SIGNIFICANT PRESSURE DROP GREATER THAN THE ALLOWED, THE INCHES ABOVE PIPE. TRACE WIRE SHALL BE WRAPPED ON ALL PIPES PER DETAIL M-14 A. BACKFILL SHALL BE FREE OF ROCKS AND DEBRIS. O AND TWO OR MORE OVAL TRACK HEAD TYPE BOLTS WITH HEXAGONAL HEAVY NUTS CONFORMING TO 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 VALVES, FITTINGS, AND ALL APPURTENANCES. ALLOWABLE DEFLECTION OF THE PIPE JOINTS AND 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 OF WATER IS NOT RESTRICTED. MANUFACTURER'S MINIMUM RADIUS RECOMMENDATIONS ARE TO BE UTILIZED DURING BE STAINLESS STEEL. OF LEAKAGE THAT MAYBE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS, G. ALL VISIBLE LEAKS ARE TO BE REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE. 1. TRENCH -TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR PIPE INSTALLATION AND SHALL COMPLY WITH INSTALLATION OF PE TUBING. 3. SLEEVE TYPE COUPLINGS SHALL BE USED WITH ALL BURIED PIPING. THE COUPLINGS SHALL BE OF H. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER -OF -RECORD AND UTILITY INSPECTOR FOR REVIEW CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED AND ALIGNMENT SHALL BE PARALLEL WITH ROADWAY, WHERE POSSIBLE. DUCTILE IRON AND SHALL BE PER THE APPROVED MANUFACTURER'S PRODUCT LIST. THE COUPLING AT LEAST TEN (I 0) DAYS BEFORE STARTING THE TEST. 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. " A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF THE 5. COUPLINGS SHALL BE PROVIDED WITH GASKETS OF A COMPOSITION SUITABLE FOR EXPOSURE TO 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. 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-01 A. BEFORE BEING PLACED IN SERVICE, ALL POTABLE WATER PIPELINES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA BACKFILL SHALL BE COMPACTED IN 12-INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF 98% OF MAXIMUM DENSITY IN ROADWAYS, SHOULDERS, AND EASEMENTS, IN ACCORDANCE WITH AASHTO SPECIFICATIONS B. TRACE WIRE IS REQUIRED OVER ALL PIPES. C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES. TAPE IS TO BE INSTALLED 12" BELOW FUSION BONDED POWDER EPDXY COATING, TESTING PER AWWA G(ANSI ANSI A21-11), RATING 200 PSI 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 0.2167. WORKING PRESSURE PER AWWA C-219, COMPOUNDED GASKETS CONFORM TO COMPRESSION TEST AS REQUIRED. 4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAY BE REQUIRED, AS PROPOSED GRADE. ASTM D-395 METHOD A & B, APPROVED FOR WATER APPLICATION. B. THE GENERAL PROCEDURE FOR CHLORINATION SHALL BE FIRST TO FLUSH ALL DIRTY OR DISCOLORED WATER FROM THE LINES, 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 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, MISCELLANEOUS 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 PIPELINE FOR NO LESS THAN 24 HOURS. SHALL BE UNIFORM TO OSHA REQUIREMENTS. GENERAL C. THE USE OF CHLORINE TABLETS IS STRICTLY PROHIBITED. D. FOLLOWING THE CHLORINATION PERIOD, ALL TREATED WATER SHALL BE FLUSHED FROM THE LINES AT THEIR EXTREMITIES A. ALL 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 FIRMS WHO ARE FULLY EXPERIENCED AND QUALIFIED IN THE MANUFACTURING OF THE PARTICULAR EQUIPMENT TO SAMPLING AND ANALYSIS OF THE REPLACEMENT WATER IN FULL ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C-651, BE FURNISHED. THE EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE OR LATEST REVISION. THE CONTRACTOR WILL BE REQUIRED TO RE -CHLORINATE, IF NECESSARY. THE LINE SHALL NOT BE BEST PRACTICES 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 B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED CAST IN RAISED LETTERS UPON SOME APPROPRIATE .PART OF THE BODY. E. SPECIAL DISINFECTING PROCEDURES SHALL BE USED IN CONNECTIONS TO EXISTING MAINS WHERE THE METHOD OUTLINED C. ALL BURIED VALVES AND APPURTENANCES SHALL BE MECHANICAL JOINT. ALL ABOVEGROUND/EXPOSED VALVES AND ABOVE IS NOT PRACTICAL. APPURTENANCES SHALL BE FLANGED. F. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY WITH AN INDEPENDENT COMMERCIAL LABORATORY D. GATE VALVES SHALL USED ON WATER, SEWER, AND REUSE MAINS. APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL HEALTH FOR THE COLLECTION AND EXAMINATION OF SAMPLES OF E. PLUG VALVES MAYBE 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 F. IRCDUS'S ENGINEER ON A CASE -BY -CASE BASIS MAY APPROVE VALVES AND APPURTENANCES OTHER THAN THOSE SHALL BE EXAMINED FOR COMPLIANCE WITH THE DEPARTMENT OF ENVIRONMENTAL HEALTH'S AND FLORIDA DEPARTMENT OF . SPECIFICALLY CALLED 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 INTERCHANGEABILITY OF THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS SPECIFICALLY CALLED SUCCESSIVE EXAMINATIONS ARE FOUND SATISFACTORY. SHOULD ONE EXAMINATION BE FOUND UNSATISFACTORY, THE LINE //w OUT IN THESE SPECIFICATIONS. SHALL BE FLUSHED AND DISINFECTED AGAIN. CERTIFIED COPIES OF ALL LABORATORY ANALYSES SHALL BE PROVIDED TO THE G. ALL EXPOSED VALVES AND APPURTENANCES SHALL BE PAINTED PER THE APPROVED MANUFACTURER'S PRODUCT - IRCDUS. THE COST AL ALL SAMPLING, FLUSHING AND DISINFECTING SHALL BE INCLUDED IN THE CONTRACT PRICE. IRCDUS LIST. WATER MAINS SHALL BE PAINTED BLUE, FORCE MAINS SHALL BE PAINTED GREEN, AND REUSE MAINS SHALL BE PERSONNEL SHALL OPERATE ALL VALVES AND BE PRESENT TO DETERMINE AND CONTROL THE VOLUME OF WATER USED FOR ( PAINTED PURPLE. FLUSHING. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 (800) 432-4770 CHRISTOPHE J. PONTELLO, FL PE# 55544 SUNSHINE STATE ONE CALL OF FLORIDA DATE: JAN 112007 ® COPYRIGHT 2003 W.F. McCAIN do ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED N ANY WAY WMVM THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOF7S 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 INFRIGNMENi OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN. w D' co 0 � d W a C"HU- z w N w 2 0 0 p QZ Lu z Y r 0 i�:Q U W Q 0 U 0 U) 0 w 0 w 0 .0 UZ Zw w _ w Z N ``^^ W W o C) Cfl � o w N M Q w z 1- Q, O Uzo�Ixti� 0 a Lo O °0tr2 v)�L z m z LL CV Ww01L2r- z ti V W `. 06,<X:w0 � a z w I- m 2 LL Z 00 �po- Ucp zW cow Z0> U0"N w O O ILL: 0 >. w > O z z G Z H O }' Q W U LL W U W Q CL W J a 0 � o V J LL w W 2 O O U V W ! _ Q 1f Q 0 z SHEET 10 OF 12 PROJECT No 06-208 GRAVITY SANITARY SEWERS POLYVINYL CHLORIDE PIPE TESTNG AND INSPECTION OF GRAVITY SEWERS GENERAL DESIGN DATA GRAVITY SEWERS TESTING OF GRAVITY SEWERS SCOPE THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR GRAVITY A. A MANHOLE SHALL BE CONSTRUCTED 20 FEET UPSTREAM OF THE LIFT STATION. THERE 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 SANITARY SEWERS. ON ALL PIPES. PIPE BETWEEN THE LIFT STATION AND THE MANHOLE SHALL BE SDR-26 OR C-900 PVC PIPE. UNLESS THE DOWNSTREAM INVERT ISA6 FT BELOW GRADE IN WHICH CASE DUCTILE IRON GENERAL B. EXFILTRATION TESTS SHALL BE MADE ON ALL PIPES AFTER BACKFILLING. ALL SEWERS PIPE WILL BE REQUIRED IN ACCORDANCE WITH THESE SPECIFICATIONS. SHALL BE TESTED SUCH THAT WATER IS FILLED TO THE RIM OF THE LOWEST MANHOLE BEING A. POLYVINYL CHLORIDE (PVC) PIPE SHALL BE ALLOWED FOR USE AS GRAVITY 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 SEWER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE 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 PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS) CAN BE RELEASED FROM THE SEWER WHILE IT IS BEING FILLED WITH WATER. THE TEST FACILITIES, LATEST EDITION, AND CURRENT REGULATORY AGENCIES REQUIREMENTS. MAY REQUIRE THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING SHALL BE CONTINUED FOR ONE HOUR AND PROVISIONS SHALL BE MADE FOR MEASURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL 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 THIS PERIOD. IF TEST RESULTS ARE UNSATISFACTORY THE ENGINEER AND/OR IRCDUS MAY DEVELOPMENT, WHICH SHALL BE THE PRODUCT OF A SELECTED PEAKING FACTOR AND CONSTRUCTION IF IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS DIRECT THAT ADDITIONAL TEST BE MADE ON ANY SECTION OR THE ENTIRE PIPE. 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 D. PROJECTIONS OF AVERAGE DAILY FLOW SHALL BE MADE USING A PER CAPITA SEWAGE OF SIXTEEN FEET AS SPECIFIED HEREIN. DUCTILE IRON PIPE SHALL BE USED FOR BE REMOVED AND JOINT REMADE. IF ANY PIPE IS DEFECTIVE, IT SHALL BE REMOVED AND FLOW OF 100 GALLONS PER DAY AND IN ACCORDANCE WITH INDIAN RIVER COUNTY DEPTHS GREATER THAN 16 FEET, EXCEPT WHERE OTHER MATERIAL IS 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 SPECIFICALLY SPECIFIED AND APPROVED BY IRCDUS'S ENGINEER. 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 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. L SHALL BE EXTRA STRENGTH POLYVINYL A. GRAVITY SEWERS LINES AND LATERALS D. PIPE SHALL BE TESTED FOR INFILTRATION AFTER THE BACKFILL HAS BEEN PLACED. THE MINIMUM ALLOWABLE PIPE SIZE SHALL BE 8-INCH FOR COLLECTION LINES AND 6-INCH FOR SERVICE LATERALS. SEWERS SHALL BE DESIGNED AT SLOPES PROVIDING MINIMUM CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION INFILTRATION TESTS SHALL BE MADE UNDER THE SUPERVISION OF THE ENGINEER AND VELOCITIES OF 2 FEET PER SECOND WHEN FLOWING FULL OR HALF -FULL, USING A D3034-SDR26. FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL IRCDUS. THE LENGTH OF LINE TO BE TESTED SHALL BE AS DIRECTED BY THE ENGINEER MANNING'S ROUGHNESS COEFFICIENT (N) OF 0.013 FOR DUCTILE IRON PIPE AND 0.012 FOR CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE AND/OR IRCDUS. THE ALLOWABLE INFILTRATION SHALL BE 100 GALLONS PER INCH OF POLYVINYL CHLORIDE PIPE. IN GENERAL, THE FOLLOWING MINIMUM SLOPES SHALL BE INSTALLED. DIAMETER PER DAY PER MILE OF SEWER. PROVIDED FOR SEWER SIZES 8-INCH TO 36-INCH OR APPROVED BY IRCDUS: B. IN ADDITION TO THE REQUIREMENTS OF ASTM SPECIFICATIONS, THE PIPE SHALL E. RATE OF INFILTRATION SHALL BE DETERMINED BY MEANS OF V-NOTCH WEIRS, PIPE SPIGOT PIPE DIP PVC NOT BE OUT -OF -ROUND OR CROOKED IN ALIGNMENT AS DETERMINED BY THE OR BY PLUGS IN THE END OF THE PIPE, TO BE PROVIDED AND INSTALLED BY THE DIAMETER (INCHES) N = 0.013 N = 0.012 ENGINEER. ANY LENGTH OF PIPE 6 INCHES OR GREATER IN DIAMETER WHOSE CONTRACTOR IN AN APPROVED MANNER AND AT SUCH TIMES AND LOCATIONS AS MAY BE 8 0.40% 0.34% DIRECTED BY THE ENGINEER AND/OR IRCDUS. a 10 0.28 /0 0.24 /o INSIDE DIAMETERS MEASURED AT RIGHT ANGLES TO EACH OTHER VARY MORE 12 0.22% 0.19% THAN % INCH MAY BE REJECTED. F. IN AN INSPECTION OF THE COMPLETED SEWER OR ANY PART THEREOF SHOWS ANY 15 0.15% 0.13% MANHOLES, PIPES OR JOINTS THAT ALLOW THE INFILTRATION OF WATER IN A NOTICEABLE 18 0.12% 0.10% C. POLYVINYL 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% SHALL BE ON THE APPROVED MANUFACTURER'S PRODUCT LIST. DIRECTED BY THE ENGINEER AND/OR IRCDUS. 24 0.08% 0.07% F. MANHOLES SHALL BE INSTALLED AT THE END OF EACH LINE, AT ALL CHANGES IN GRADE, D. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION G. LEAKAGE BETWEEN TWO ADJACENT MANHOLES MAY BE DOUBLE THE AMOUNT SIZE OR ALIGNMENT, AT ALL JUNCTIONS (EXCLUDING SERVICE LATERALS) AND AT 1784, TYPE 1, GRADE 1 (12454-B). ALL P.V.C. MATERIALS SHALL BE STORED IN ABOVE STATED, PROVIDED THE AVERAGE LEAKAGE FOR A TOTAL LENGTH OF ANY SIZE DOES DISTANCES NO GREATER THAN 400 FEET APART. ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS (NOT IN DIRECT NOT EXCEED THE AMOUNT FIRST STATED AND PROVIDED THERE ARE NOT GUSHING OR SUNLIGHT). PVC PIPE AND FITTINGS, WHICH SHOW SIGNS OF ULTRAVIOLET SPURTING LEAKS. G. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES UNLESS 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 ON CASE -BY -CASE BASIS. BE REJECTED BY THE IRCDUS'S ENGINEER. EXPENSE. THE MINIMUM AMOUNT OF WATER TO BE USED IS TWO (2) TIMES THE VOLUME OF H. GRAVITY SEWERS MUST BE INSTALLED IN FRONT (UNDER DRIVEWAY/ROADWAY THE PIPE. PAVEMENT) OF NEW BUILDINGS AND/OR UNDER ROADWAY PAVEMENT IN DEDICATED E. ALL WYES, FITTINGS, LATERALS, AND MANHOLE COUPLINGS SHALL BE RIGHTS -OF -WAY, ALL ACCESSIBLE TO MAINTENANCE EQUIPMENT. MANUFACTURED BY SAME MANUFACTURING COMPANY AS THE PIPE OR 1. THE CONTRACTOR MAY USE AN AIR TEST IN LIEU OF THE EXFILTRATION TEST AS APPROVED EQUAL, SEE APPROVED MANUFACTURER'S PRODUCT LIST. ADAPTERS DESCRIBED ABOVE. IF HE ELECTS TO DO THIS, HE SHALL SUBMIT HIS PROPOSED I. GRAVITY MAINS SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM ANY EXISTING OR SHALL BE COMPATIBLE TO THE APPROVED PIPE AND APPURTENANCES. ALL METHOD TO THE ENGINEER AND/OR IRCDUS FOR APPROVAL. PROPOSED STRUCTURE (WALLS, TREES, TRANSFORMER PADS, ETC.). 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 F. THE PIPE SHALL BE GREEN IN COLOR. ABOVE. A. ALL WATER AND/OR SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM PIPE JOINT SEALS K. AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE ANY PERMANENT ABOVE GROUND STRUCTURES (I.E., WALLS, TREES, TRANSFORMER ENTIRE INSIDE OF THE PIPE BY FLUSHING WITH WATER OR OTHER MEANS TO REMOVE ALL PADS, ETC.). A. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH DIRT, STONES, AND PIECES OF WOOD OR OTHER MATERIAL THAT MAY HAVE ENTERED ASTM DESIGNATION 03212. 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 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 CLEANED 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 SHALL REPAIR THEM AT HIS EXPENSE. PIPE FROM THE TOP OF BANK OF ANY BODIES OF WATER (I.E., STORM WATER PONDS, C THE COMPRESSIVE STRESS WHICH IS DEVELOPED IN THE GASKET MATERIAL CANALS, ETC.). 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 TENSION, WITH DUE REGARD TO FACTOR OF SAFETY, AND THIS STRESS SHALL SHALL BE SUBJECTED TO A FINAL TEST AND INSPECTION. ALL WORK IN THE SYSTEM OR D. ALL WATER AND/OR SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM BE AT ITS MAXIMUM VALUE WHEN THE JOINT IS COMPLETELY ASSEMBLED. SECTIONS THEREIN BEING TESTED SHALL BE COMPLETE, CLEANED AND READY FOR USE. HORIZONTAL SEPARATION OF 10 FEET EXISTS AS MEASURED FROM THE OUTSIDE WALL OF TESTS SHALL BE AS SPECIFIED HEREIN AND SHALL MEET ALL REQUIREMENTS AS TO LINE, EACH MAIN. IF SUCH HORIZONTAL SEPARATION CANNOT ME MAINTAINED, A VERTICAL RETROFITTING SEWER LATERALS GRADE, CLEAN LINES, INFILTRATION, EXFILTRATION AND WORKMANSHIP. SEPARATION OF 18" MUST BE MAINTAINED WITH THE WATER MAIN INSTALLED OVER THE 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 AND LAMPING UPON SATISFACTORY COMPLETION AND ACCEPTANCE OF FINAL ROAD PROVIDED TO SERVE ALL UNITS AND LOTS. IN CASES WHERE SEWER LATERALS 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. INSTALLING A SEWER VIDEOTAPE RECORDINGS, ON VMS FORMAT, OF THE INTERIOR OF ALL MAIN LINE GRAVITY 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 VERTICAL SEPARATION BY. IRCDUS FOR THE PARTICULAR APPLICATION. AN APPROVED CARTRIDGE -TYPE CONTAINER. THE TAPES SHALL BE RECORDED BY PULLING A 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 SUBMITTALS EQUIPMENT SHALL CONSIST OF A SELF-CONTAINED CAMERA AND A MONITORING UNIT OTHER UNDERGROUND UTILITIES SUCH AS TELEPHONE, GAS, CABLE, IRRIGATION, ETC. 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 EXPANSION JOINTS, HANGERS AND SUPPORTS, AND OTHER APPURTENANCES' RECORDINGS SHOWING DETAIL ARE PRODUCED. TAPES SHALL BE IDENTIFIED BY AUDIO WHERE- SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE SHOWN IN LARGE RECORDINGS NOTING THE MANHOLE NUMBERS, DISTANCES TO SERVICE LATERAL DETAIL WITH ALL NECESSARY DIMENSIONS. CONNECTIONS, DIRECTION OF LATERAL CONNECTION AND ANY LEAKS, CRACKS OR PIPE DEFECTS. EACH CARTRIDGE SHALL BE CLEARLY MARKED AS TO THE CONTENTS AND NUMBER, WITH AN 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 GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE 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. EROSION AND SEDIMENTATION CONTROL NOTES SCOPE 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 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 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. 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 TRANSPORTED FROM THE PROJECT SITE. 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. 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. 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. 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 WATERCOURSE IS COMPLETED. 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 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. GENERAL NOTES: 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 CROSSINGS, IN L1UE OF DIP PROVIDED 42" OF COVER IS MAINTAINED. 2' THERE ARE NO GRAVITY SEWER SYSTEMS IN VICINITY OF PROJECT. 3. ALL WATER SERVICE LOCATIONS SHALL BE DERTIMINED BY CONTRACTOR; BASED ON CONFLICTS AND LAND OWNERS REQUEST. 4. WATER SERVICES MAY BE USED TO OBTAIN TEMPORARY SAMPLES. 5.. NO WATER IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS RECIEVED 6 FROM F.D.E.P. RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, AND FITTINGS PER I.R.C. 7. STANDARDS. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR IS 8• RESPONSIBLE FOR EXACT FIELD LOCATION. ALL HARD SURFACE DRIVES TO BE DRILLED AND BORED. IF DRIVEWAY IS DAMAGED, 9. OR CONNOT BE BORED, ENTIRE SECTION OF CONCRETE FROM CUT TO PAVEMENT SHALL BE REPLACED. 10. ALL EXISTING SIGNAGE SHALL BE RESTORED IN KIND. 11. FINAL GRADE OF RESTORATION SHALL BE 2" BELOW SODDED GRADE TO ALLOW FOR SOD DIFFERENTIAL. 12. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED INTO REAR YARD DITCHES. 13. FLUSHING INTO FRONT YARD SWALES IS FORBIDDEN. 14. ONE R.O.W. OF BAHIA SOD SHALL BE PLANTED AT EDGE OF ROAD, IF DISTURBED. ALL DRIVEWAY AND ROAD CROSSINGS MAY BE DIRECTIONAL BORED USING H.D.P.E. (IN LIEU OF DRILL & BORE OR OPEN CUT) & RESTORE IN KIND. LOCATION OF GATE VALVES & FITTINGS SHALL BE ADJUSTED AS REQUIRED TO AVOID DISTURBANCE OF ROAD PAVEMENT. LOCATION ADJUSTMENTS SHALL BE MADE ONLY AFTER OBTAINING APPROVAL FROM THE ENGINEER OF RECORD. 48 HOURS BEFORE DIGGING CALL TOLL FREE (soIN 432-4770 TATEONE CHRISTOP ER J. PONTELLO FL PE# 55544 SUNSHINE STATE ONE CALL � OF FLORIDA DATE: JAN 112007 0 COPYRIGHT 2003 W.F. McCAIN do ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY WAY WTHOUT 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 61G15-27 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. U) w w co Q cr_ w D' sY d U 0 cO N Z O U Q Z C0 w Z _:�: 9 0 Y U 2 w Q U 0 0 0 o U) co w U w 0 UZ 0 z_w w w z W N w o o coD C)H w N c`M QW z O M o0 0 U Wz z p �p`7LO U) O r O pQ L �o O > N W 5 N ILL04 (%) Q O U w % V w OAS �Q =w0 z V 0 CO 3:LL Q z Q %co ki � UZ0C)> " N U p w � W p i L. > w > a O z z W z O Q LL z <w 3 Q i V1 VLL. _1 U- uj G p Q U V W z 4. Q z SHEET 11 OF 12 PROJECT No 06-208