Loading...
HomeMy WebLinkAbout2002 - Paving & Drainage Site PlanSITE DATA (EXISTING WEST SIDE) HANDICAPPED SIGN SITE AREA = 132,511 SF = 3.04 Ac = 100.0% \ BUILDING AREA = 5,796 SF = 0.13 Ac = 4.4% o \ N 88' 54' 53" E ��1.�44�PER FTP�25 TYPE, 9 CONCRETE AREA _ 2,700 SF = 0.06 Ac 2.0% o 2 35,R i12.a \ 12 5 _ PAVEMENT AREA - 0 SF = 0.00 Ac - 0.0% 30" 1 TOP G p RQ.r t2.90 �p ��( STABILIZED AREA - 10,225 SF = 0.23 Ac - 7.7% \ Wj 3�" DO NOT E TER \ 20'R + TOTAL IMPERVIOUS AREA 18.721 SF = 0.43 Ac - 14.1% SIGN 0 REVESE \ 1O. 2R 1 , o ! ` TOTAL OPEN AREA = 113,790 SF = 2.61 Ac 85.9% 24" I'D .STOfj\BAR 122 PAINTED WHITE \ i \ o 9- '� , SITE DATA (PROPOSED WEST SIDE) SAWCUT MAT EX�TING M 50132,511 `. ! SITE AREA = 132,51 1 SF = 3.04 Ac = 100.0% EDGE OF PAVL?AENT \ ! ` _ _ \ / / EXISTING BUILDING AREA 5,796 5F = 0.13 Ac 4.4% ! i BUILDING (70 BE REMOVED) - 5,796 SF = 0.13 Ac = 4.4% 30" DO NOT ENTE SIGiV ` / ` ! i PROPOSED BUILDING AREA = 18,700 SF 0.43 Ac _ 14.1% ' 6 "`% V \ i ! V TOTAL BUILDING AREA = 18,700 SF = 0.43 Ac - 14.1 % \ i ! EXISTING CONCRETE AREA = 2,700 SF = 0.06 Ac = 2.0% \ / o U) CONCRETE (TO BE REMOVED) = 2,700 SF = 0.06 Ac = 2.0% \ ` \ 'i A ! "moo '' PROPOSED CONCRETE AREA = 3,525 SF = 0.08 Ac = 2.7% / ~ '' ° = 3,525 SF = 0.08 Ac = 2.7% i TOTAL CONCRETE AREA \ i ! o`J'�, EXISTING PAVEMENT AREA \0010 0 SF = 0.00 Ac - 0.0% PAVEMENT (TO BE REMOVED) = 0 SF = 0.00 Ac = 0.0% PROPOSED PAVEMENT AREA = 57,540 SF = 1.32 Ac = 43.4% i \ Z 12.3 / 12.9 Z n t = _ � •.� � � TOTAL PAVEMENT AREA 57,540 SF = 1.32 Ac 43,4% \ 0\ i` / 2.ao 12s5 �� EXISTING STABILIZED AREA = 10,225 SF = 0.23 Ac _ 7.7% 1 o N �' r. 1 ` \ \, \ �� t'r, - t" r, STABILIZED (TO BE REMOVED) = 10,225 5F = 0.23 Ac - 7.7% l 50 ��� �' �-1�� 9 i �, PROPOSED STABILIZED AREA = 0 SF = 0.00 Ac = 0.0% i Z r 16 �� rn _ = o-z- TOTAL \ 1 \ 17 r o ,' TOTAL STABILIZED AREA - 0 SF = 0.00 Ac - 0.0% / \ �• y� \ a l2o a. � v �, .-!• IMPERVIOUS AREA 79,765 SF = 1.83 Ac 60.2% PROPOSED CROSSWALK PER �`'� 1 j l)p o•!� 0. +� TOTAL OPEN AREA - 52,746 SF = 1.21 Ac - 39.8% i 1 i\ G�'OU� ��rno / FDOT INDEX NO. 17346 \ 1 \ �? \ G. GI \ .�� �i � rp � +•: /,,.- ryc, �0 �% N 87` 58' 59" w`v� 119.77° - - mac' \ \ 1 .�! \ ul / 1i.9 / ` 'D !! , nFrPROPO ED 4.0 0 SF R TAIL BUl DING w' �� chi 20• '� HA DIC PED SIGN PROPOSED LIGHT POLES (0 in,o TO MATCH CITY RIVERFRO IT w 10 RESO T UNIT ROVE A P FT 25 TYP. o STORE ' \ 7 \ ,` / 12 .95 (TYPICAL OF 5 ON SITE) ? c, FIN. FfL. EL. 9.00' �`? �, i �` t �' v. q� T A CITY RIMER. NT \ / i H NDICAPI�ED SIGN e �� i�1 • 12 ao 12. o + 1�j , P R FfP- 5 TYP. i ` \ ��< - ^ \ \ \ ✓ i Oy a _ _ h _ S 89' 24' 00" E - - 233.75+ + - - - 20' °� 100' 8.95 o- v� \ 1 \\\ 1 (� f S 3' 13' 33 \ \ \ $ �e a,so SA MATCH EXISTING \ rPROPOSED 6 WIDE CONCRETE. S10EWALK T. • \. PAVEMENT' 11.00 Wit;.. DG O 11.7 90 =`� , I _ / 1 5 \ 1 D. 0 .50 9 50 n 50 1 50 © i PROPOSED CROSSWALK PER \ _ „, _ _ _„�„ UfM _ ,� _ _ _ _ ____W. _ _ _ _ - _ �30� D NOT i 1 / FDOT INDEX NO. 173qr 46 Q S R 0 s o \ o. 48 8.5050�� 0, \ IS' 30" DO NOT ENTER SIGNS Z p <i 2d`�" IDE O BAR \ i R 3' ,,(' �. a w o� �U PAIRITE WR E i <µ PROPOSED LIGHT POLE i \ ®e``\ i \ ,� \ 11 Ji e SCIIV R ^� ��� / h A / / ��e 45 �� • ��� / / 3 / / zo //4 o' ° a.so o� s. 2-- �' 1 5 Pi SIGN NOTES: TO MATCH CITY RIVERFRONT314 0 + 0 T NTER, ALL FILL BROUGHT ONTO EITHER SITE EAST OF INDIAN FROM NORTH CENTRAL AVENUE TO U.S. HIGHWAY NO.1 r W� ... O I 13,50 10 Ix I 30" R 1-1 ST SIGN 13 i � 2 °R 2'R S\� P PA" WIDE -50 ITOE BAD �1 r ,/ SAWCUT/MATCH EXISTING , \V EDGE --OF PAVEW- i2 00 l rr" \ PARCEL 1 �3C�!%� .5D 0 45° 11 a 5R N 11 5'R 5'R s 13 t. 0 i t .00 5 8. 0 8. 0 TYP N 89' 20' 52" W _ 326.52' a 'WwOAVING AND DRAINAGE SITE PLAN 1" = 40'-0" THAT PART OF LOTS 2 AND 3, AUGUST PARK SUBDIVISION, LYING EAST OF STATE ROAD NO. 5, IN SECTION 31 TOWNSHIP 30 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. AS RECORDED IN PLAT BOOK 1, PAGE 19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF STATE ROAD NO. 5 AND THE NORTH LINE OF SAID LOT 2, RUN SOUTH 260 39' EAST ALONG SAID RIGHT OF WAY, 237.32 FEET TO THE POINT OF BEGINNING. FROM THE P.Q.B. CONTINUE SOUTH 260 39' EAST ALONG SAID RIGHT OF WAY, 90.00 FEET; THENCE NORTH 650 04' EAST, 84.00 FEET TO A HURRICANE FENCE POST; THENCE RUN NORTHWESTERLY ALONG THE BULKHEAD ON THE INDIAN RIVER, 90 FEET, MORE OR LESS, TO A POINT WHICH IS NORTH 650 04' EAST OF THE P.O.B.; THENCE SOUTH 650 04' WEST, 79.81 FEET TO THE POINT OF BEGINNING. (INCLUDING RIPARIAN RIGHTS) PARCEL 2 A PARCEL OF LAND LYING IN LOT 3, ESTATE OF AUGUST PARK, ACCORDING TO THE PLAT FILED IN PLAT BOOK 1, PAGE 19, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, SAID LANDS LYING AND BEING IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA, SAID PARCEL BEING BOUNDED ON THE NORTH BY PARCEL DESCRIBED IN DEED BOOK 33, PAGE 501, AND ALSO, DEED BOOK 36, PAGE 197, AND BOUNDED ON THE SOUTH BY PARCEL DESCRIBED IN DEED BOOK 47, PAGE 277, AND BOUNDED ON THE EAST BY THE WEST RIGHT OF WAY LINE OF OLD U.S HIGHWAY NO. 1; THENCE RUN SOUTHEASTERLY ALONG THE SAID RIGHT OF WAY LINE A DISTANCE OF 141.62 FEET TO A CONCRETE MONUMENT; THENCE FOLLOWING THE NORTH BOUNDARY OF PARCEL DESCRIBED IN DEED BOOK 47, PAGE 277, RUN SOUTH 650 23' WEST A DISTANCE OF 100.52 FEET TO A CONCRETE MONUMENT.; THENCE RUN SOUTH 890 53' WEST A DISTANCE OF 101.10 FEET TO A CONCRETE MONUMENT; THENCE FOLLOWING THE EAST LINE OF THE PARCEL DESCRIBED IN DEED BOOK 63, PAGE 468, RUN SOUTH 890 05' EAST A DISTANCE OF 135 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE RUN NORTHEASTERLY 20 FEET, MORE OR LESS, ALONG THE ARC OF THE SAID CURVE, AS DESCRIBED IN DEED BOOK 63, PAGE 468, PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA TO THE POINT OF BEGINNING. THE DEED BOOKS REFERRED TO IN THIS DESCRIPTION ARE ALL A PART OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA AND SAID PARCEL IS SUBJECT TO AN EASEMENT ACROSS THE NORTH 20 FEET THEREOF AS DESCRIBED IN DEED BOOK 37, PAGE 197. PARCEL 3 ALL THAT CERTAIN PIECE, PARCEL OR LOTS OF LAND SITUATE IN INDIAN RIVER COUNTY, FLORIDA, VIS: BEING A PART OF LOTS 2 AND 3, AUGUST PARK ESTATES A SUBDIVISION OF GOVERNMENT LOT 1, SECTION 31, TOWNSHIP 30 SOUTH, RANGE 39 EAST, AND BEING IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. BEGINNING AT AN ESTABLISHED CONCRETE MARKER ON THE LINE OF WHAT IS KNOWN TO BE AUGUST PARK LOT 2 AND AUGUST PARK LOT 3, AND THENCE RUN SOUTH A DISTANCE OF 12.10 FEET TO A CONCRETE MARKER CORNER OF EASEMENT; THENCE RUN EASTWARD A DISTANCE OF 145 FEET ALONG THE CONCRETE MARKERS ON NORTH LINE OF SAID EASEMENT TO WEST LINE OF STATE ROAD NO. 1 RIGHT OF WAY LESS LAND EXCLUDED FOR EASEMENT AS PER CURVED STONE FENCE FROM CONCRETE MARKER NORTHWARD A DISTANCE OF 20 FEET TO CONCRETE MARKER ON WEST LINE ALONG THE LINE OF THE SAID RIGHT OF WAY THENCE RUN NORTHWESTWARD ALONG THE LINE OF THE SAID RIGHT OF WAY A DISTANCE OF 31.6 FEET TO A NORTHEAST .+ CORNER AND CONCRETE MARKER; THENCE RUN WEST 120 FEET TO CONCRETE MARKER; THENCE, RUN SOUTH 50 FEET TO PLACE OF BEGINNING. 0 -- - c�-v `• S N O� EVE E /.." RIVER DRIVE MUST HAVE MIN. Kh = 36.6 FT./DAY; 14 7,85 1� Q 20 \ ;a��QE �/ MIN. Kvu = 16.5 FT./DAY s� a.5 rna o \ iR ANC, BOTH BUILDINGS ON EAST SIDE TO BE CONSTRUCTED n F -A (4 o \ 4 r r ON PILE FOUNDATIONS. MIN. FINISH FLOOR EL. = 9.00' O' r �' - O � 1014 5 _ CON HANDICA PE �Sl �� + OpOp�L y �ON4 20 20'� \ 20' ! 'ER FTP 5 00 8:95 � N 1 F? M HOU' E PROP 5,200 F T2ETA L B�DG 10 \ 6'• ��i o P��ME : ll EEC' ERAT 12 RESORT NITS ABOV F Q • 8 �' 2 2' 8' Flh.FL. EL1 RY 9.00' ` S\!� \ \ ��i \ �i ./" r X0 li PRDPOSE Ef IST. 1 JTORY A 1 001­ CO MERCIA BLDG. a 2 'x40' F.F. 5 0 i 0197 • 20 LF OF 16" D.I.P 0 � s e INV. EL. = 2.50° 55 LF OF 16" D.I.P. • \ i j \ Fri • �1• l� o \ \ v� CONCRETE COLLAR • STORMWATER MANAGEMENT TRAC (SEE DETAIL)_ �� + I I _ \. \ \ - .. R PARCEL 5 PARCEL 4 \ \ T LiI E OF LOT 2 OF THE SUBDIVISION \ \ \ BEGINNING 50 FEET SOUTH OF THE NORL N THAT PART OF LOTS 2 AND 3, AUGUST PARK SUBDIVISION, LYING EAST OF STATE OF AUGUST PARK ESTATES, SECTION 31, TOWNSHIP 30 SOUTH, RANGE 39 EAST, ROAD NO. 5, IN SECTION 31, TOWNSHIP 30 SOUTH, RANGE 39 EAST, INDIAN RIVER ON THE EAST SIDE OF THE DIXIE HIGHWAY RIGHT OF WAY, THENCE RUNNING COUNTY, FLORIDA, AS RECORDED IN PLAT BOOK 1, PAGE 19, OF THE PUBLIC SOUTH ALONG DIXIE HIGHWAY RIGHT OF WAY TO THE NORTH LINE OF J.B. RECORDS OF ST. LUCIE COUNTY, FLORIDA MORE PARTICULARLY DESCRIBED AS MAYS, 57 FEET, MORE OR LESS, THENCE WEST TO THE POINT OF BEGINNING. FOLLOWS: COMMENCING AT THE INTERSECTION OF THE EAST RIGHT OF WAY LINE OF STATE ROAD NO. 5, AND THE NORTH LINE SAID LOT 2, RUN SOUTH 260 39' EAST PARCEL 6 (AS PROVIDED BY CLIENT) ALONG SAID RIGHT OF WAY, 107.0 FEET TO THE POINT OF BEGINNING. FROM THE POINT OF BEGINNING, RUN SOUTH 890 23' EAST, 18.0 FEET; THENCE NORTH 630 21' BEGINNING AT AN ESTABLISHED CONCRETE MARKER ON THE NORTH LINE OF EAST, 58.0 FEET TO A BULKHEAD, SAID POINT BEING A MEANDER CORNER ON THE PARK LOT 3 AND ON THE SOUTH LINE OF PARK LOT 2 AND RUN SOUTH 173 FEET INDIAN RIVER; THENCE RUN SOUTHEASTERLY ALONG SAID BULKHEAD 124.60 FEET, ON THE LINE BETWEEN OKEY BLAND AND F.C. VICKERS TO A CONCRETE MORE OR LESS, TO A POINT WHICH IS 90 FEET NORTHWESTERLY OF A HURRICANE MARKER FOR A POINT OF BEGINNING; THENCE RUN SOUTHEASTERLY 102.3 FENCE POST; THENCE RUN SOUTH 650 04' WEST, 79.81 FEET TO AFORESAID EAST FEET TO AN IRON PIPE AND CONCRETE MARKER, THENCE EASTERLY 101.3 FEET RIGHT OF WAY; THENCE NORTH 260 39' WEST, 130.32 FEET TO THE POINT OF TO THE WEST LINE OF DIXIE HIGHWAY AND A CONCRETE MARKER, THENCE: BEGINNING, INCLUDING RIPARIAN RIGHTS. SOUTHEASTERLY 68.5 FEET ACROSS THE DIXIE HIGHWAY TO THE EAST LINE OF THE DIXIE HIGHWAY AND AN IRON PEG ON THE SOUTHWEST CORNER OF LAND PARCEL 7 OWNED BY JOE E. WARREN AND VIOLA WARREN, HIS WIFE: THENCE EAST 46 BEGINNING AT A CONCRETE MARKER ON THE NORTH LINE OF LOT 3, ESTATE FEET, MORE OR LESS, TO THE INDIAN RIVER; THENCE SOUTHERLY ALONG THE OF AUGUST PARK, ACCORDING TO PLAT RECORDED IN PLAT BOOK 1 , PAGE 19, INDIAN RIVER APPROXIMATELY 50 FEET TO AN IRON PIPE; THENCE WEST 46 ST. LUCIE COUNTY RECORDS, AT A CONCRETE MONUMENT 291.5 FEET WEST OF FEET, MORE OR LESS, TO THE S EAST LINE THE DIXIE HIGHWAY AND AN THE NORTHEAST CORNER OF SAID LOT 3 FOR POINT OF BEGINNING; THENCE IRON PIPE; THENCE WESTERLY 68 FEET ACROSS THE DIXIE HIGHWAY TO THE RUN SOUTH (ON THE WEST BOUNDARY OF PROPERTY DESCRIBED IN DEED WEST LINE OF SAID HIGHWAY AND AN IRON PIPE; THENCE SOUTH ALONG SAID BOOK 88, PAGE 88, INDIAN RIVER COUNTY RECORDS, CONVEYED TO CHARLES WEST LINE 16 FEET AND 8 INCHES TO AN IRON PIPE ON THE LINE BETWEEN D. BATSON), DISTANCE OF 139.82 FEET TO AN IRON PIPE; THENCE RUN WEST PARK LOT 3 AND PARK LOT 4, AND THENCE WEST ALONG THE SAID LINE 231 AND PARALLEL TO THE SOUTH LINE OF SAiD LOT 3, A DISTANCE OF 333.14 FEET AND 6 INCHES TO A CONCRETE MARKER AND CORNER TO LAND OWNED BY FEET TO THE EASTERLY RIGHT OF WAY OF CENTRAL AVENUE, THENCE RUN F.C. VICKERS; THENCE 44 FEET, MORE OR LESS, ON THE SAID LINE BETWEEN NORTHERLY ALONG THE EAST RIGHT OF WAY LINE OF CENTRAL AVENUE TO OKEY BLAND AND F.C. VICKERS TO THE POINT OF BEGINNING. SAID PARCEL OF THE NORTH LINE OF LOT 2, AUGUST PARK ESTATES; THENCE RUN EAST ON LAND IS CONVEYED TOGETHER WITH ALL RIPARIAN RIGHT BELONGING THE NORTH LINE OF SAID LOT 2, A DISTANCE OF 147.8 FEET TO AN IRON PIPE: THERETO. THE PARCEL OF ABOVE DESCRIBED LAND BEING A PART OF LOT 3, THENCE RUN SOUTHEASTERLY 226.1 FEET TO A CONCRETE MONUMENT ON AUGUST PARK ESTATE, A SUBDIVISION OF GOVERNMENT LOT 1, SECTION 31, THE SOUTH BOUNDARY OF SAID LOT 2; THENCE RUN ALONG THE BOUNDARY TOWNSHIP 30 SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY, FLORIDA. THAT BETWEEN LOTS 2 AND 3 OF AUGUST PARK ESTATES, A DISTANCE OF 233.75 PORTION OF THE ABOVE DESCRIBED PROPERTY COMPRISING DIXIE HIGHWAY IS FEET, MORE OR LESS TO THE POINT OF BEGINNING. TOGETHER WITH AN EXCEPTED FROM THIS CONVEYANCE, THE SAME BEING RECORDED IN VOLUME EASEMENT DESCRIBED IN DEED BOOK 37, PAGE 197, PUBLIC RECORDS OF 47, PAGE 277, IN THE LAND RECORDS FOR INDIAN RIVER COUNTY, FLORIDA, AND INDIAN RIVER COUNTY, FLORIDA, SAID LAND BEING SITUATE IN THE CITY OF ALL THAT PARCEL OF GROUND THAT IS DESCRIBED AS FOLLOWS: AS BEGINNING SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA. FROM A CONCRETE MONUMENT AT THE INTERSECTION OF THE FLEMING GRANT LINE AND THE NORTH LINE OF THE SUBDIVISION OF THE ESTATE OF AUGUST PARK AS SHOWN ON PLAT RECORDED IN PLAT BOOK 1, PAGE 19, OF ST. LUCIE SURVEYOR'S REPORT: COUNTY, FLORIDA, PUBLIC RECORDS, RUN SOUTHEASTERLY ON SAID GRANT ON THE NORTHWEST CORNER 1. THE SURVEY WAS PRODUCED BE USING MONUMENTATION AND OCCUPATION LINE A DISTANCE OF 848.2 FEET TO AN IRON PIPE OF LOT 4, THENCE RUN EAST ON A LINE MUTUALLY AGREED UPON AND WHICH APPEAR TO SHOW THE INTENT OF THE PROPERTY OWNERS, AS THE RECOGNIZED AS THE NORTH LINE OF LOT 4 FOR OVER 30 YEARS BY THE DEED DESCRIPTIONS HAVE MULTIPLE ERRORS AND DO NOT CLOSE ADJOINING OWNERS, NAMELY OKEY BLAND, AND EVERETT D. DAVIS, FOR A MATHEMATICALLY OR PRACTICALLY ON THE GROUND. 2. IT APPEARS THE WRITER OF THE OLD LEGAL DESCRIPTION THOUGHT THAT DISTANCE OF 322.8 FEET TO A PIPE ON THE POINT OF BEGINNING; THENCE RUN A CURVE WITH A RADIUS OF TEN FEET ALSO HAD A TANGENT OF TEN FEET, AS SOUTH 7 DEGREES 45 MINUTES EAST A DISTANCE OF 45.1 FEET TO A PIPE: HE CALLED 145 FEET (135 FEET PLUS 10 FEET) TO THE RIGHT OF WAY OF US THENCE RUN EAST AND PARALLEL TO SAID NORTH LINE OF LOT 4, A DISTANCE HIGHWAY NO. 1. ALSO NOTE THE 31.6 FEET MEASURED ALONG THE RIGHT OF OF 360.5 FEET TO THE WEST SHORE INDIAN RIVER, THENCE RUN NORTH 34 WAY, WHICH MATCHES IF A CALL OF 26.03 FEET WAS DROPPED, DEGREES 11 MINUTES WEST ALONG SAID SHORE A DISTANCE OF 34 FEET 3. MEASURING FROM THE NORTH LINE OF LOT 2, USING THE ADJOINERS DEED TO A PIPE ON THE SAID NORTH LINE OF LOT 4, THENCE WEST ON SAID LINE PRODUCES AN ALIGNMENT WITH THE NORTH LINE OF OUR MONUMENTED LINE. A DISTANCE OF 377.5 FEET TO SAID POINT OF BEGINNING. NOTE: THIS SURVEY WAS GENERATED BY MONUMENTATION AND PHYSICAL 4. USING THE MONUMENTED NORTH LINE OF THE SUBJECT PARCEL ALSO EVIDENCE, SINCE THE DESCRIPTION FURNISHED HAS SEVERAL ERRORS IN IT. PRODUCES A LOT LINE VERY CLOSE TO THE DEED LINE DIMENSION. CRETIFICATION DIRESTED TO: PROFESSIONAL TITLE OF INDIAN RIVER, INC. 5. THE FOLLOWING DESCRIPTION WAS WRITTEN BY THE SURVEYOR AT THE INDIAN RIVER NATIONAL BANK, CAPT'N BUTCHER, INC. REQUEST OF THE CLIENT AND DOES NOT MAKE IT A LEGAL DESCRIPTION OF OWNERSHIP, BUT MERELY A PROPER DESCRIPTION OF THE LANDS MONUMENTED. ONLY THE PROPER LEGAL METHODS OF DEEDING SHOULD BE USED 10 PERFECT THE TITLE AND OWNERSHIP. DRAINAGE STRUCTURE SCHEDULE STRUCTURE NUMBER TOP ELEV INVERT ELEVATIONS NORTH SOUTH EAST WEST BOTTOM ELEV DESCRIPTION 12.10 10.10 9.60 TYPE "C" CATCH BASIN 2� 11.50 9.00 9.00 8.50 TYPE "C" CATCH BASIN 0 9•00 6.50 6.50 6.00 TYPE "C" CATCH BASIN J 7.50 5.00 5.00 4.50 TYPE "C" CATCH BASIN 5� 8.50 4.50 4.50 4.00 4'-0" STORM MANHOLE 0 8 40 5 00 4 50 MODIFIED TYPE C CATCH BASIN CONTROL STRUCTURE SEE DETAIL Q 4.50 MITERED END SECTION ® 5.00 MITERED END SECTION \'J 4.70 MITERED END SECTION 48 HOURS BEFORE DIGGING CALL TOLL rFREE 1-800-.4 .7i� -4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. L Epp SON% ZONING: CWR J. ZONING: CWR MAP OWNER CAPT'N BUTCHERS, INC. 1732 INDIAN RIVER DRIVE SEBASTIAN, FLORIDA 32958 561-589-2552 SURVEYOR JAMES A. FOWLER 929 7TH AVENUE VERO BEACH, FLORIDA 32961 561-562-4744 ZONING CWR LAND USE COMMERCIAL, WATERFRONT, RESIDENTIAL BUILDING HEIGHT BUILDING HEIGHT = 35' MAX. CONSTRUCTION SCHEDULE START CONSTRUCTION JUNE 2002 END CONSTRUCTION JANUARY 2003 PERMITS REQUIRED CITY OF SEBASTIAN SITE PLAN APPROVAL F.D.E.P. WATER CONNECTION PERMIT F.D.E.P. WASTEWATER COLLECTION SYSTEM PERMIT S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT FLOOD ZONE THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' PER F.I.R.M, PANEL No, 12061 CO076 E, DATED MAY 4, 1989. SURVEY BENCHMARK ELEVATIONS SHOWN HEREON ARE BASED UPON N.G.V.D., 1929. WASTEWATER DATA INDIAN RIVER COUNTY UTILITIES FORCEMAIN WATER SOURCE INDIAN RIVER COUNTY UTILITIES WATER MAIN TAX PARCEL I.D. NUMBER(S) 31-30-39-00001 00 00002.0 31-30-39-00001 00 00002.1 31-30-39-00001 00 00002.3 31-30-39-00001-0 K 00002.8 31-30-39-00001 0 �-g 00003.2 31-30-39-00001 0 00003.3 31-30-39-00001 0-00003.4 31-30-39-00001-00004.0 bDQ PARKING DATA (EXISTING) T a i o cU C-A 0 1 U) :E Q •II Q c Ir ® t 6 z V� w O r rr �° z n O 0! c? /�J 0 z O W vti w Vd w e E NO r U X LL ® O a G � Y/ 0 2 PARKING REQUIRED AND EXISTING ON SITE FOR EXISTING USES ON EAST AND WEST SIDE OF INDIAN RIVER DRIVE = 25 SPACES 4 APARTMENTS (TO BE REMOVED) = 8 SPACES STORAGE USES (TO BE REMOVED) = 6 SPACES Q TOTAL SPACES TO REMAIN ON = 11 SPACES VJ SITE FOR EXISTING USES 0 LJ PARKING DATA (PROPOSED) w PARKING REQUIRED EXISTING SPACES TO REMAIN = 11 SPACES p+a 12,000 SF 3 STORY BUILDING 1� 4,000 SF RETAIL(1 SPACE/200 SF) = 20 SPACES 1 L t� 10 RESORT UNITS(1 SPACES/UNIT) = 10 SPACES 14,400 SF 3 STORY BUILDING 5& O00 SF RETAIL(1 SPACE/200 SF) = 20 SPACES '12 RESORT UNITS(1 SPACES/UNIT) = 12 SPACES 28,800 SF 3 STORY BUILDING lom VD 9,600 SF RETAIL(1 SPACE/200 SF) = 48 SPACES 24 RESORT UNITS(1 SPACES/UNIT) = 24 SPACES 3,600 SF 2 STORY BUILDING a in Q 1,800 SF RETAIL(1 SPACE/200 SF) = 9 SPACES 2 SPACES 0 z 1 APARTMENT UNIT(2 SPACES/UNIT) - Q 3,600 SF 2 STORY BUILDING 9 SPACES �, m 1,800 SF RETAIL(1 SPACE/200 SF) _ 1 APARTMENT UNIT(2 SPACES/UNIT) = 2 SPACES j U) TOTAL REQUIRED = -1-W SPACES 17 3 11 + LL- O PARKING PROVIDED = 167 SPACES (124 STANDARD, 8 HANDICAPPED AND 35 COMPACT SPAC ) U TRAFFIC STATEMENT SHEET SITE CLASSIFICATION RETAIL = 94.7 TRIPS/1,000 SF RESORT MOTEL = 18.4 TRIPS/ROOM MULTI FAMILY = 6.1 TRIPS/UNIT cl ADT = 94.7/1,000 SF(A�.001`) + (18.4/ROOM + (6.1/UNIT)(2 UNITS)=-2-;-636 ADT i OF RANDALL LEE O BY, FL PE #22326 11 - 4 6 4 FINISHEI GRADED IIIII= ,-- 1 =IIIII=I1111= • . wMEF—PlINFAWLT PRUNE & TIE FRONDS TOGETHER WITH DEGRADABLE TWINE (MINIMUM 6-8 FRONDS) CIGAR CUT PALM TREES ARE ACCEPTABLE (UNLESS OTHERWISE NOTED) SABAL PALMS TO BE BOOTED WHEN 16' C.T. OR LESS (UNLESS OTHERWISE NOTED) 5 — 2"x4"x18" WOOD BATTENS. DO NOT NAIL BATTENS TO PALM. HEIGHT OF BATTENS SHALL BE LOCATED IN RELATION TO THE HEIGHT OF THE PALM FOR ADEQUATE BRACING 2 STEEL BANDS MINIMUM 3 — 2%4" WOOD BRACES SHALL BE TOENAILED TO WOOD BATTENS 3" MULCH FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE 2"x4"x24" WOOD STAKE REMAINING 3" ABOVE GRADE BACKFILL AROUND ROOTBALL AS SPECIFIED �---- PLANT ROOTBALL 2"-3" BELOW FINISHED GRADE �� SIZE OF ROOTBALL WILL BE IN PROPORTION TO SIZE AND TYPE OF PALM IN RELATION TO SOUND NURSERY PRATICE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SUBGRADE PALM PLANTING DETAIL N , T. S. EXISTING (18) OAK TREES 6" TO 8" DIAMETER CANOPY TREES LIVE OAK TREE ( TREES) 12' HIGH AT PLANTING / RED MAPLE TREE (18 TREES) 1 2' HIGH AT PLANTING CABBAGE PALM (40 TREES) 16' HIGH AT PLANTING \ \ / • EXISTING OAK TREE (20 = 46 CREDITS) / 7+\ J 0 SF R TAIL BUIT UNITS ABOVE 31 STORY I I Z PLACE RUBBER HOSE ON WIRE AT ALL POINTS OF CONTACT WITH TREE PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS), OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL DISTANCE AROUND TREE ABOVE FIRST LATERAL BRANCH AND 6-9" FROM TOP OF STAKE. REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL IF APPLICABLE 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) FORM SAUCER WITH 4"-6" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE 2"x2"x10' WOOD STAKE DRIVEN 3' BELOW GRADE PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT BALL PLUS 6" FOR SETTING LAYER OF COMPACTED BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER OF ROOT BALL BACKFILL AROUND ROOTBALL AS SPECIFIED PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY HIGHER THAN FINISHED GRADE PLACE ROOTBALL AT BOTTOM OF PLANTING PIT ON 6" LAYER OF COMPACTED BACKFILL TREE PLANTING DETAIL N. T. S. \ ��c r 1`y/ Jam/ \ \✓ ���� � \\\ // //// `\% f' r LANDSCAPE DATA 4 K) '-t In UNDERSTORY TREES _ O O Q WAX MYRTLE (55 TREES) 00 CD CV O 5' HIGH AT PLANTING It 5: : Z 11 I l BUTTONWOOD (17 TREES) Q It —> ll� � �- 5' HIGH AT PLANTING DAHOON HOLLY (14 TREES) S' HIGH AT PLANTING HEDGING d �i VIBURNUM HEDGE 3' HIGH AT PLANTING TOTAL TREES REQUIRED 1, TREES REQUIRED ALONG NORTH PROPERTY LINE = (1 TREE/35 FEET)(510 FEET) = 14.6 CANOPY 2. TREES REQUIRED ALONG SOUTH PROPERTY LINE = (1 TREE/35 FEET)(570 FEET) = 16.3 CANOPY 3, TREES REQUIRED ALONG INDIAN RIVER DRIVE = (5 CANOPY, 6 UNDERSTORY)/100 LF(285 LF) = 14.3 CANOPY = 17.1 UNDERSTORY 4, TREES REQUIRED ALONG EAST PROPERTY LINE = (1 TREE/35 FEET)(225 FEET) = 6.5 CANOPY 5. TREES REQUIRED ALONG NORTH CENTRAL AVE = (5 CANOPY, 6 UNDERSTORY)/100 LF(290 LF) = 14.5 = 17.4 CANOPY UNDERSTORY 6. TREES REQUIRED ALONG WEST PROPERTY LINE = (1 TREE/35 FEET)(130 FEET) = 3.7 CANOPY 7. INTERIOR TREES REQUIRED = (1 TREE/5 SPACES)(145 SPACES) = 29.0 CANOPY 8. NON —VEHICULAR OPEN SPACE TREES REQUIRED = 1 TREE/2,000 SF (52,746 SF) = 26.4 CANOPY 9. BUILDING FOUNDATION TREES (1,160 LF)(40%) = 464 LF = 1 PALM/10 LF (464 LF) = 46.4 UNDERSTORY 10. TOTALS TOTAL TREES REQUIRED = 126 CANOPY AND 81 UNDERSTORY TOTAL TREES EXISTING _ 46 CREDITS (20 TREES) TOTAL TREES PROPOSED = 85 CANOPY AND 81 UNDERSTORY TOTAL TREES PROVIDED = 142 CANOPY AND 81 UNDERSTORY LANDSCAPE NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S. 2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF 3" WITH A BARK OR SHREDDED ORGANIC MATERIAL MULCH. 3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN AUTOMATIC SPRINKLER SYSTEM. 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES AND/OR SHRUBS SHALL BE FULLY SODDED USING FLORATAM SOD. 5. ALL PLANT MATERIALS SHALL BE FLORIDA NUMBER 1 OR BETTER IN QUALITY, AND FREE FROM ALL INSECTS, DISEASE, AND PESTS. 3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED) FORM SAUCER WITH 3" CONTINUOUS EARTHEN RIM AROUND PLANTING HOLE PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT BALL. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER FOR ROOT BALLS 2' AND UNDER OR 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'. BACKFILL AROUND ROOT BALL BY MIXING 1 /3 PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL PLANT TOP OF ROOT BALL EVEN WITH FINISHED GRADE PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SUBGRADE PLANTING DETAIL N.T.S. 48 HOURS BEFORE DIGGING /CALL TOLL FREE �y 1-8V0-432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. RANDALL LEE WSW OL PE 6 z w O ID ui tV It) r V=�y�� :) 0 p ° W Q cc 0 to h` r. PLL h u- e- ^ 3f N ®6 -' L) 0 "C4 toM O d n p U. z LD • LL - u • 2 OF i 01 —464 -1/2" TYPE 5 - 1 -'�/REC� TlL A5PHALTIC, CONCRETE oP FLOW__y PROPERTY LINE GON5TKUCT 6" GOQUINA OR GENERAL NOTES FADR IC-� 6" 6" LIME ROCK 5A5E COMPACTED 1. CONTRACTOR 15 KE5PON50LE FOR CHECKING ACTUAL 5ITE TO 96% MAX. DRY DENSITY _I Ij� �� ESAGKFIL 5ILT-BARRIER 4' 2' CONDITIONS BEFORE STARTING CONSTRUCTION. PER AA5HTO T -160 METHOD, -" -11- I Ili - _ 1FABRIC FENCE) DRIVEWAY L5K 100 TRENCH •' I I5. 2. ANY DI5GKEPANC.IE5 ON THE DRAWINGS 5HALL DE DROUGHT TO TOE IN FL -L ' SODDESL THE ATTENTION OF THE ENGINEER 5EFOKE COMMENCING WORK. D O 3. CONTRACTOR SHALL 05TAIN ALL REQUIRED 5UILDING PERMITS EXISTING GRADE 8.9 9.00 5LOPE/PLAN BEFORE COMMENCING WORK. -I I- �II 4. CONTRACTOR SHALL 5E KE5PON5ISLE FOR LOCATION OF ALL II! -II -III---1i1-11-j - EXISTING UTILITIE5. THE GONTKAGTOK SHALL CONTACT ALL -I1 -- CONCERNED UTILITIE5 AT LEA5T 48 HOUK5 IN ADVANCE FOR 5TABILIZED 5U56RADE MIN. DEPTH TOE OF 5LOP 3 MAX, OF 8 COMPACTED TO 96Z MAX. DRY CONSTRUCTION OPERATIONS. DENSITY PER AA5HTO T-160 METHOD, 1---- VARIES //�� 5. NO FIELD GHANGE5 OR DEVIATIONS FROM DE51GN TO 5E MADE �/ /� MIN. F5V 50 P51. FA6K IC, FENCE 5ILT - P AKK IEK SECTION A --A WITHOUT PRIOR APPROVAL OF THE ENGINEER. FLEXIBLE PAVEMENT SECTION 6. ALL GON5TRUGTION SHALL 5E COMPLETED IN ACCORDANCE WITH NTS THE APPLICABLE ORDINANGE5 OF CITY OF 5EDA5TIAN, FLOKIDA. N.T.S. - -- ■ , 7• 5OUNDAKY AND TOPOGRAPHIC INFORMATION PREPARED DY SMITH 5AW-GUT AND TACK___ SURVEYING AND MAPPING, INC., DATED 10/09/97. ALL ELEVATIONS GOAT EXISTING EDGE 1'-O" ANCHOR DALES WITH TWO (2) PR PEKTY LINE ARE PER 5ENGHMARK REFERENCED ON TH15 5UKVEY. 2"X 2'X 4' 5TAKE5 THROUGH EXISTING ASPHALT EACH BALE 8. REFER TO 501L5 REPORT PREPARED DY K5M ENGINEERING AND PROPOSED ASPHALT PAVEMENT 5' 10.5' b' 20' TE5TINCa, INC., DATED 01/03/02 FOR EX15TINO 501L GONDITION5. 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL 5U5 - GRADE AND 5A5E. TE5T5 5HALL 5E PREPARED PER A5HTO 7\7777771 *ft 11 SIX MINIM 6' WIDE E5OARDWALK 8 2. IL T -180 METHOD. , , , , , , , , , , , , , , , , , , , , , , , W/ RAILING ALONG LAKE 10. 5LOPE 6KADE5 FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE. EXISPROPOSED SASE F5ALED HAY SILT - DAKK IEK FULLY 50D 11. ENGINEER SHALL DE NOTIFIED AT LEAST 46 HOUK5 IN ADVANCE TING SASE MATCH EXISTING GRADE FOR ANY INSPECTION. EXISTING SUB -GRADE PROPOSED 5U5-GRADE PERIMETER EROSION AND 5EDIMENT CONTROL AT PROPERTY LINE 85 12. CONCRETE PAVEMENT ALTERNATE 5HALL 5E PROVIDED WITH NOTE ' 7 CONTRACTION JOINT5 (20' MAXIMUM 5PAGIN6) WITH 1-1/2" DEPTH. L CONTRACTOR 15 REpUIRED TO PREVENT ANY SEpIMENT TRANSPORT FROM THE PROJECT PAVEMENT SAW -CUT AND BUTT JOINT - - - • 9 - SITE ON TO ADJACENT PROPERTY. IN5TALLATION OF EITHER BALED HAY OR FABRIC FENCE - 5.0 TYPE 5ILT ESARRIER 15 ACCEPTABLE. THE BARRIER MU5T REMAIN IN PLACE UNTIL UPLAhY7 CONTRO ELEVATION 5.0' i3. CONCRETE PAVEMENT ALTERNATE SHALL BE PROVIDED WITH A N.T.S. VEGETATION 15 E5TADLI5HED. I 3 0 _ PIGMENTED LIQUID MEMBRANE CURING COMPOUND CONFORMING 1 BEFORE REMOVING 5ILT BARRIER. CONTRACTOR SHALL COLLECT AND D15P05E OF ANY 3 MAX. 1 - TO THE KEQUIKEMENT5 OF A5TM DE516NATION (309). ACCUMULATED 5ILT. 3 5" UNREINFORGED GONGRETE 14. ALL TRAFFIC, CONTROL DEVICES SHALL 5E IN ACCORDANCE WITH (F'G=3000 P.5.I.1 SILT FENCE DETAIL M.U.T.G.D. 5TANDARD5. N..S. 15. ALL CONSTRUCTION 5HALL 5E IN ACCORDANCE WITH THE FLOKIDA DEPARTMENT OF TRANSPORTATION "5TANDAKD 5PEC IF IGAT IONS FOR ° a ° 0 2"X21" WEIR ROAD AND SK IDGE CONSTRUCT ION", DATED 1994. 4d GAP 50TH 51DE5 OF 5TRUGTURE o a., ° °a - ° 4 OU OUTFACE PIPE 1 16. ALL PARKING SPACE MAKKIN65, WITH THE EXCEPTION OF THE CONTROL 5TRUGTURE 21" 2 HANDICAPPED PARKING 5PAGE5, SHALL 5E MARKED IN WHITE MODIFIED TYPE 'G' INLET KETKO-REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE WITH THE FLOKIDA DEPARTMENT OF TKAN5POKTAT ION (F.D.O.T.) STANDARD 7GRATE EL.= 8.50' }, 5PEGIFIGATION5 FOR ROAD AND 5KID6E GON5TKUGTION, 1994, A L Ltd[__,�� 11 It JJ5ECTION 710. WEIR EL:= 7.00 17, ALL HANDICAP PARKING 5PAGE5 5HALL DE PROPERLY 51GNED AND - - MARKED IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC 6" 5TA151L IZED 5UB - GRADE 12"$ GAP SECTION DE516N 5TANDARD5 INDEX NO. 17346, FBV OF 50 P.5.1. COMPACTED TO `18Y. MAX. DRY DEN5ITY N.T.S.6, ALL PARKING STRIPES WITH THE EXCEPTION OF HANDICAPPED PER AA5HTO T-180 METHOD(LAKE 5ECTION) 5PAGE5 5HALL DE 4" WIDE, WHITE REFLECTIVE TRAFFIC, PAINT. CONCRETE PAVEMENT SECTION \ INV. EL. • 5.00' 19 ALL 9 TIRE STOP.AGES SHALL 5E MARKED "COMPACT" ON THE STALL NT5 (ALTERNATE) MATCH EXISTING GRADE AT 5AW - GUT SAW -GUT EXISTING ASPHALT EXI5TING PKOP05ED ASPHALT CONCRETE PAVEMENT --5TA51L IZED 5U5GKADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. (ALTERNATE) 7., ----I I - v --- - --- ---- I I -- - ri I •�� - a I p �I I 0. � II • - I I.� � L�-_J #4 DOWEL5 4 DOWEL 0 zf FOR ANCHORING 12 REQUIRED) 4'- 0" 6'-0" FRONT ELEVATION 5EGTION PRE -CAST CONCRETE WHEEL STOP DETAIL N.T.S. 5'- 0" 1- 1/2" TYPE 5-1 ASPHALT IC, GONCKETE I SLOPE / PLAN A • a to a Z SLOPE / PLAN w x� x x x x x x 6X6 10/10 WWM aI 14 4 DAK CONT. 4"777Z77 6" LIMEROGK OK COQUINA MIN. DA5E 6" 5TA51LIZED 5U5-GRADE CONCRETE SIDEWALK DETAIL N.T.S. 4'-5" 3'-4- 2'-0" SWALEI 71 r tl� I ro H.S. 20 TRAFFIC GRATE W FOR PIPE 51ZE GRATE SEE DRAINAGE PLAN5 FOR ELEV. COMPACTED SUBGRADE PLAN SECTION 12" GRAVEL SUMP 01 rn PRE -CAST TYPE „C" CATCH BASIN N.T.S. 0 PLAN 5ECTION 3"WX2"H WEIR EL. - 5.00' INSTALL 6" FLAPPER GATE MOUNTED TO 5TRUGTURE (NEENAH K - 5050 - 5F6 ALUM.) CONTROL STRUCTURE PRE -CAST TYPE "CA CATCH BASIN RT,S, 20' FOUR #3 DOWELS (1'-6') CONTINUOUS LOOP OF #3 REINF STEEL (2 REQ'D) CONTROLED WATERI rl� lll�liil�llll�llll�llll� III ELEVATION--,,,, „ � �-CONCRETE COLLAR RCP ADS OR CMP PIPE l� �'-SWD PER SPEbFlGnDN NOTE: COST OF CONCRETE COLLAR SHALL BE INCLUDED IN I+ --►I UNIT PRICE FOR PIPE. STORM PIPE DETAIL AT OW FALL NTS PROPERTY LINE 3.I69'+ 6' - 6 DRIVEWAY j 8.9 1 I 9.00 SLOPE/PLAN 7.2 3 MAX. SECTION C-C NTS 'ERTY LINE DIMENSIONS & QUANTITIES REMARKS D X A B C E F G V N GRATE SIZES CONCRETE tCu. Yds.) SODDIMG (Sq. Yds.) Single Pipe Double Pipe Triple Pipe Quad. Pipe Standard Weight Pipe Extra Str&V Pipe Single Pipe Double Pipe Triple Pipe Quad. Pipe Single Pipe Double Pipe Triple Pipe Ouod. Pipe 2.5' 0.72' 3.22 0.7' 4.0' 0.58' 3 7 ' S.75' 7.75' 9.75' /.04' 0.52 D.90 /.22 1.54 7 8 8 These sizes are restricted to inlet and outlet treatment for water management systems or sisllar opp/loottons. K)' /2" 2 '-4' 2.5' 2.5 1.34' 2.06' J.84' 4.56' /.3' 2.0' 5.0' 6.0' 0.8)' /.W 3.92' 4.06' 6.08, 6.42' 8.25' 8.75' /0.41' ll.08' 1.04' 1.04' 0.64 0.66 0.99 1.09 1.34 1.46 /.70 1.88 7 7 8 8 9 10 0 !I 15' 2'-7' 2.5' 3.09, 5.59, 3.0' 7.17 1.23' 4.33' 6.92, 9.50' 12.08' 1.04' D.64 400 1.35 1.71 8 9 /D I/ 18, 2'-10" 2.5' 4.12' 6.62' 4.0' 8.0' 1.4(' 4.58' 7.42' 10.25 13.08' 1.04' 0.69 1.09 1.49 1.89 9 AD )) 12 24" 3'-5' 2.5' 6.18' 8.68' 6.0' 0' 1.73, 5.08' 8.50' 11.90 15.33' 1.04' 0.83 1.34 1.82 2.34 10 11 13 14 30' 4'-3 2.5' 8.25' l0.75' 8.0' 0' 2.00' 5.58 9.83' 14.08' 18.33' UN, E 3' 0.96 /.63 2.32 2.99 11 13 15 i7 1' 2.5' 10.31' 12.81' 10.0' 0' 2.24' 6.08, 11.?' 16.25' 21.33' 1.04' 2 _r 1.08 1, 92 2.77 3.62 /2 /4 n 19 42' 6'-0" 2.5' 12.37' 14.87' 12.0' 114. 0' 2.45' 6.58' 12.56' 18.58' 24.58' 1.04' P 3 1.20 2.26 3.344 6'-9" 2.5 14.43' 16.93' 14.0' 0' 2.65' 7.08, 13.83' 20.56' 27.33' 1.04' 2 L60 /6.49 l8.99' 16.0 .0 P.BJ' 7.58' 15.25' 22.92' 30.58' 1.04' 4' /7660' 8' 6" 2.5'/8.55' 2/.05' 18.0'.0' 3.00' 8.08 IA. 58' 25.08' 33.58' /.04' 3' 4' 1.94 4.03 6.12 8.e�7 n 20 24 28 sropr sre p� � jrs j4e 7ransilion sirAna 01. 6ov`itbllon a blip Rerolled End Required � � Heltcttf G Me\ Paid for As Pipe Culvert I F Gralr1 S'atxQb' Saddle Varies I E Be Included Under Unit Price For Mitered End Section) SECTION *Slope, To i Plpe For Plpe IS' And Smaller 2d For Pipe 24' And larger Construction Joint Permitted Ditch Grade 3' 1 2' SDd 17 ____T Sodom I. r-.� Beveled Or Round Corners N I i Constnrcilon Joint Permuted Grote o 0 0 0 2 F O � \ Fasten - z Concrete Slab. 3' Thl&, Reinforced a With WWF 6x6-W/.0147.4 Sad_--' TOP VIEW -SINGLE PIPE HANDICAPPED PARK IN6 516N PER FTP -25 y r�LI® rr WILD rEemn WILT FTP 25 I 3 WHI TE DOLT ON 1/8" THICK HOT DIPPED GALVANIZED TRAPEZOID ANGHOK AND REND TO 45 14'-0" X 3 1/2" X 3 L5/FT HOT DIPPED GALVANIZED U -CHANNEL POST FOR 51GN P05T ANCHORING 5EE DETAIL. OTHER ANCHORING DETAILS TO DE APPROVED DY 0 THE CITY OF PALM SAY I /-TOP OF1 CUK5 / OR PAV MENT O 1 1. TOP POKT I ON OF FTP 25 SHALL HAVE A KEFLEGT I VE SLUE DACKGROUND WITH REFLECTIVE SYMBOL AND DOK DE K. 2. BOTTOM PORTION 5HAL1- HAVE A REFLECTIVE WHITE DAGKGKOUND WITH BLACK OPAQUE LEGEND AND DOKDEK. 3. FTP 25 15 FOR U5E IN AKEA5 WHERE SPACE 15 LIMITED, 4. HEIGHT SHALL 5E 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE DOTTOM OF SIGN 5. 5PAGE5 SHALL 5E SIGNED AND 5TKIPED PER THE AMERIGAN5 WITH DI5ADILITIE5 ACT (ADA) AND THE MUTGD 5PECIFIGATION5. 6. FTP 25 5HALL DE FADRIGATED ON ONE PANEL, 7. D15TANGE VARIES FROM 3 FT TO 9 FT DEE"ENDING ON GUK5. HANDICAPPED PARKING DETAIL NTS EK05ION AND SEDIMENTATION CONTROL NOTE5 C� GONSTKUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANT5 WHICH MAY REACH SURFACE OR GROUND WATEK5, ONE OF THE PRIMARY POLLUTANT5 OF SURFACE WATERS 15 SEDIMENT DUE TO ER0510N. EXGE551VE QUANTITIES OF SEDIMENT WHICH REACH WATER DODIES OF FLOODPLAIN5 HAVE BEEN 5HOWN TO ADVERSELY AFFECT THEIR PHYSICAL, 5101-06ICAL AND CHEMICAL PROPERTIES. TRANSPORTED 5EDIMENT CAN OD5TKUCT 5TREAM GHANNEL5, REDUCE HYDRAULIC CAPACITY OF WATER BODIES OF FLOODPLAIN5, REDUCE THE DE5I6N CAPACITY OF GULVERT5 AND OTHER WOKK5, AND ELIMINATE 5ENTHIC INVEKTE5KATE5 AND F15H SPAWNING 5U55TRATE5 5Y SILTATION. EXCE551VE 5U5PENDED 5EDIMENT5 REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. MINIMUM 5TANDARD5 1, 5EDIMENT 5A51N AND TKAP5. PERIMETER DIKE5. SEDIMENT 5AKKIER5 AND OTHER MEASURES INTENDED TO TRAP 5EDIMENT SHALL DE A NANY RL.SANDN& ACTIVITY ANDS 5HALL 5E MADE5 FUNCTIONAL SEFOKEA UDN5LOPE D 15 UKBANGE CN try ItLO C0 a TAKE5 PLACE. 2. ALL 5EDIMENT CONTROL MEA5UKE5 ARE TO DE ADJU5TED TO MEET FIELD CONDITIONS AT THE TIME OF CONSTRUCT ION AND DE CONSTRUCTED N z PRIOR TO ANY GRADING OR DISTURBANCE OF EXI5TIN(7 5URFAGE o 0 MATERIAL ON DALANCE OF 5ITE. PERIMETER SEDIMENT 5ARRIER5 C4 z SHALL DE CON5TRUCTED TO PREVENT SEDIMENT OR TKA5H FROM FLOWING V) OR FLOATING ON TO ADJACENT PROPERTIES. m J cn 1 w O Of [Y- L_ Q 3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AKEA5 WITHIN SEVEN DAYS AFTER FINAL GRADE IS KEAGHED ON ANY PORTION OF THE 5ITE. TEMPORARY 50IL STABILIZATION 5HALL 5E APPLIED WITHIN SEVEN DAY5 TO DENUDED AKEA5 THAT MAY NOT 5E AT FINAL GRADE DUT WILL REMAIN UN 15 FOR LONGER THAN 30 DAY5. PERMANENT STABILIZATION SHALL SE APPLIED TO AREAS THAT ARE TO DE LEFT UNDI5TURDED FOR MORE THAN ONE YEAR. t) d 4. DURING CONSTRUCTION OF THE PROJECT, 501L 5TOGKPILE5 SHALL DE 5TA51LIZED OR PROTECTED WITH 5EDIMENT TRAPPING MEA5UKE5. THE APPLICANT 15 KE5PON515LE FOR THE TEMPORARY PROTECTION AND PERMANENT 5TABILIZATION OF ALL 501L 5TOGKPILE5 ON SITE A5 WELL 6 A5 SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 5. A PERMANENT VEGETATIVE COVER SHALL 5E E5TA5L 15HED ON DENUDED AKEA5 NOT OTHERWISE PERMANENTLY 5TA13ILIZED. PERMANENT VEGETATION SHALL NOT 5E GON5IDERED E5TASLI5HED UNTIL A GROUND COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIDIT EROSION. W � O 6. 5TADILIZATION MEA5UKE5 SHALL 5E APPLIED TO EARTHEN 5TRUGTURE5 SUCH A5 DAMS, DIKE5 AND DIVEK51ON5 IMMEDIATELY AFTER I115TALLATION. t : 0 r U Z Q 00 7, 5URFAGE RUNOFF FROM DI5TUKDED AREAS THAT 15 COMPRISED OF FLOW V ' FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACKE5 5HALL I a p N 5E CONTROLLED DY A 5EDIMENT 5A51N. THE 5EDIMENT 5A51N 5HALL uWi S r DE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED z i- LL r .. ,d, 0 r 5EDIMENT LOADING FROM THE LAND-DI5TUK51NG ACTIVITY. THE � W r 140 OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE TOTAL DRAINAGE AREA FLOWING THROUGH THE D15TUKDED AREA TO 5E a Z K SERVED BY THE BASIN. M 04 LL 8. AFTER ANY SIGNIFICANT RAINFALL, 5EDIMENT CONTROL STRUCTURES Z ®� a a WILL 5E INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL DE O CORRECTED IMMEDIATELY. 9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN GUT OR FILL SLOPES UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN 5TRUGTURE. O 10. WHENEVER WATER 5EEP5 FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION 5HALL SE PROVIDED. II. 5EDIMENT WILL DE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERA51LE DURING GON5TRUCT ION SHALL BE PROTECTED 50 THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIK5T 5EING FILTERED OR OTHERWISE TREATED TO REMOVE 5EDIMENT, 12. 5EFOKE TEMPORARY OR NEWLY GON5TRUGTED 5TOKMWATEK CONVEYANCE GHANNEL5 ARE MADE OPERATIONAL, ADEQUATE OUTLET PKOTECTION AND ANY REQUIRED TEMPORARY OK PERMANENT CHANNEL LINING 5HALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 13. WHEN WORK IN A LIVE WATERCOURSE 15 PERFORMED, PKEGAUTION5 SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT TRANSPORT AND 5TABILIZE THE WORK AREA TO THE GREATEST EXTENT P05515LE DURING GON5TKUGTION. NONEKOD15LE MATERIAL SHALL DE U5ED FOR THE CONSTRUCTION OF CAU5EWAY5 AND COFFERDAMS. EARTHEN FILL- MAY 5E U5ED FOR THESE 5TRUGTURE5 IF ARMORED SY (D NONERODI5LE COVER MATEKIAL5. 14. WHEN A LIVE WATEKCOUK5E MUST DE GKO55ED BY CONSTRUCT ION Q VEHIGLE5, A TEMPORARY 5TREAM GKO551NG CON5TKUC.TED OF �• NONERODIDLE MATERIAL SHALL 5E PROVIDED. 15. THE 5ED AND DANK5 OF A WATEKCOU95E SHALL DE STABILIZED IMMEDIATELY AFTER WORK IN THE WATEKGOUK5E 15 COMPLETED, 16. PEKIODIG INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL 5TRUGTURE5 MUST 5E PROVIDED TO ENSURE INTENDED PUKP05E 15 AGGOMPL I5HED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL DE CONTINUALLY KE5PON515LE FOR ALL SEDIMENT LEAVING THE PROPERTY, 5EDIMENT CONTROL MEASURES SHALL DE IN WORKING CONDITION AT THE END OF EACH WOKK ING DAY, 17. UNDERGROUND UTILITY LINES SHALL 5E IN57ALLED IN ACCORDANCE WITH THE FOLLOWING 5TANDARD5 IN ADDITION TO OTHER APPLIGA5LE CRITERIA' A. NO MOKE THAN 500 LINEAR FEET OF TRENCH MAY DE OPENED AT ONE T i ME. 5. EXCAVATED MATERIAL SHALL DE PLACED ON THE UPHILL SIDE OF TRENCHES. G. EFFLUENT FROM DEWATEKING OPEKATION5 SHALL DE FILTERED OR PA55ED THROUGH AN APPROVED 5EDIMENT TRAPPING DEVICE, OR 5OTH, AND D15GHAKGED IN A MANNER THAT DOE5 NOT ADVEK5E1-Y AFFECT FLOWING STREAMS OR OFF - 51TE PROPERTY. D. KE5TADILIZATION SHALL 5E ACCOMPLI5HED IN ACCORDANCE WITH THE5E REGULATIONS. 18. WHERE CONSTRUCTION VEHICLE ACCESS KOUTE5 INTERSECT PAVED PUBLIC KOAD5. PKOVI51ON5 SHALL 5E MADE TO MINIMIZE THE TKAN5POKT OF 5EDIMENT DY TRACKING ONTO THE PAVED 5URFAGE, WHERE 5EDIMENT 15 TRANSPORTED ONTO A PUBLIC, ROAD 5URFAGE WITH CUK55 AND GUTTERS. THE ROAD SHALL DE GLEANED THOROUGHLY AT THE END OF EACH DAY, 5EDIMENT SHALL BE REMOVED FROM THE KOAD5 DY 5HOVF-LING OK 5WEEPING AND TRANSPORTED TO A SEDIMENT CONTROL [Y- O DISPOSAL AREA. STREET WA5HING SHALL 5E ALLOWED ONLY AFTER SEDIMENT 15 REMOVED IN TH15 MANNER. THIS PROVISION SHALL W APPLY TO INDIVIDUAL 5U51DIV15ION LOT5 A5 WELL A5 TO LARGER LAND-D15TK15UTINC7 ACTIVITIES. 19, ALL TEMPORARY EK05ION AND SEDIMENT CONTROL MEA5UKE5 $HALL 15E REMOVED WITHIN 30 DAY5 AFTER FINAL 51TE STABILIZATION OR AFTER THE TEMPORARY ARE NO LONGER NEEDED, THE OPINION OF MEA5UKE5 IN LL THE REVIEWER. D15TUK5ED SOIL AKEA5 KE5ULTING FROM THE �y DISPOSITION OF TEMPORARY MEASURES 5HALL DE PERMANENTLY STABILIZED TO PREVENT FURTHER ER05ION AND 5EDIMENTATION. 20. PROPERTIES AND WATEKWAY5 DOWN5TKEAM FROM CON5TRUCTION 5ITE 5HALL 5E PROTECTED FKOM 5EDIMENT DISPOSITION AND EKO510N. mum Li♦ > 21, PHA5ED PKOJECT5 SHOULD 5E (-LEAKED IN CONJUNCTION WITH Q CON5TKUCT ION OF EACH PHA5E. 22. ER05ION CONTROL DE516N AND CONSTRUCTION SHALL FOLLOW THE �' m REQUIREMENT5 IN INDEX NO5. 101, 102 AND 103 OF FDOT ROADWAY w O AND TRAFFIC DE51GN 5TANDARD5. 0 J 23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLAN5 TO THR5E 0 EK05ION GONTKOL CRITERIA DUE TO 5ITE 5PEGIFIC, GONDITION5. LL 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-,432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. C3 OF 7 01 -464 r 2 " BUILDING WATER SERVICE CONNECTION 1 1/2" WATER METER AND RPZ BACKFLOW PREVENTER A, TAPPING SLEEVE AND VALVE UTILITY PLAN AND LIFT STATION LOCATION N 1 " = 30'-0" APPING SLEEVE A� 262 LF 8" PVC SS @ 1.0% � 16"x2" TAPPING SLEEVE A AND VALVE 35 LF 6" PVC SS @ 1.0% 211 BUILDING WATER Z-An, SEDVICE CONNECTION 48 HOURS BEFORE DIGGING CALL TOLL FREE �7 SUNSHINE OF FL ff) I 1-t I tr) I (f) I --t 0 I (D - b 7; it 0 J cr- 0 0 -J ly- < --3 6 z w 00 LIJ cq 0 wz- Z 0 0) � 0 il 0, co N U) : �7-- N W) w T vx Itt) gwo zo cy 0 T (L z r) Wz -j 2 LL mw< Z W < 0 U) z < 0 J m < LLJ • C A OF 7 01 -464_ flygm M., am BRASS CLEANOUT FERRULE WITl COUNTERSUNK 12"x12"x6" CONCRE GRADE AT THIS POINT IF SEWER IS OVER 4" CLEANOUT DETAIL N.T.S. FLOW HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER RECLAIMED WATER GRAVITY SEWER GRAVITY & F.M. STORM SEWER ACCEPTABLE VARIANCES HORIZ. VERT. HORIZ. V RT. HORIZ. VERT, HORIZ. VERT, 5' C/C POTABLE WATER - - - --- 18" 10' 181, 10' 18" SEE GENERAL NOTES NO. 4 3' 0/0 RECLAIMED WATER 5 C/C 18 5' C/C 18 - - - __ - 3' 0/0 3' 0/0 SANITARY SEWER 10' 18" 5' C/C 18 --- --- - - - - - - 3' 0/0 GENERAL NOTES 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS 4) ACCEPTABLE VARIANCES: DESCRIBED IN F.O.E.P. RULES OF THE FLORIDA ADMINISTRATIVE CODE (F,A.C).PTHESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE DUCTILE NEWLY ROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LINES. LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE ENCASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS 2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED SHALL MEAN REGAINED. UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED B. WHERE 18" MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR SHALL APPLY. ENCASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING C. IF 36" MINIMUM DEPTH OF COVER IS NOT MAINTAINED, SPECIAL GREATER CLEARANCE SHALL BE USED. PROTECTION OR PIPE MATERIAL UPGRADE MAY BE REQUIRED. • C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. " 0/0 - 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. UTILITY PIPE MINIMUM SEPARATION REQUIREMENTS TABLE LEVELING RINGS 2 COURSES MIN. 6 COURSES MAX. 3/4 FLEXIBLE PLASTIC RAMNECK GASKET O/E MANHOLE FRAME & COVER U.S. FOUNDRY DWG. NO, 420A CUT CLASSIFICATION HEIGHT x o: (n W w > ZIP d 0 v OR 5'-0' I.D. o A SEE PIPE .o A o OPENING 1 Er FILL CONCRETE DETAIL ►1 j PIPE � 6" IN 0 INVERT ELEVATION SEE MI EFFLUENT & INFLUENT DETAIL 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 ❑PENING DETAIL DRAWING. 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING. 5. USE 5'-0' I.D. MANHOLE AS DIRECTED BY THE ENGINEER, DEPTH TO BE DETERMINED IN THE SINGLE SERVICE FIELD AS REQUIRED TO AVOID AS SHOWN ON UTILITIES (TYP.) STANDARD LATERAL DETAIL 4' CLEANOUT & CAP 4' CLEANOUT & CAP DRAWING NO, S-1 STAND PIPE STAND PIPE /- PROPERTY 4 OF ROAD PROPERTY ! LINE ELEVATION CROWN LINE OF ROAD z TYPICAL TRENCH CONTOUR rSiJEEP �- -� \ SWEEP +( DURING CONSTRUCTION 6' BENDS AS REQ'D. 6', 30' LONG RADIUS BEND��, 3/4' DBL. SERVICE 2 GRAVEL AS SHOWN ON f CONTINUE GRAVEL BED STANDARDo a UNDER & PARALLEL TO O U14DISTURBED LATERAL DETAIL h SAND SOIL TOIPE PROPERTY LINE DRAWING NO. S-1 BED PIPE INVERT STANDARD 'Y' BRANCH TO BE LOCATED IN FIELD SAND EXCAVATION 1� 6' 3/4' GRAVEL (� Z_ 24' MIN. SECTION H-H ROCK EXCAVATION NOTES 1, 3/4' GRAVEL BEDDING SHALL BE USED FOR EXCAVATI❑N IN ROCK, SAND BEDDING SHALL BE USED FOR EXCAVATI❑N IN SAND, P. ALL LATERALS TO BE PVC (SDR35) AS SHOWN, (DEEP SEWER) MODIFIED RISER LATERAL TOP OF CAP TOP OF CAP 4' CAP AT GRADE A GRADE N\' CAP (TYP T YPJ PROPERTYf�OF ROAD LEVATION CROWN OF ROAD z 4' CLEANOUT PROPERTY MIN. SLOPE 1/4' PER FT. LINE in STAND PIPE USE GREATER SLOPE 4' CLEANOUT WHERE POSSIBLE STAND PIPE 6' X 4' 6' X 4' SWEEP 6' CAP SWEEP ELEVATION DEPTH TO BE DETERMINED IN THE FIELD AS REQUIRED TO 4' CLEAN OUT SINGLE SERVICE AVOID UTILITIES. (TYP.) STAND PIPE TYPICAL DOUBLE SERT WRAP WITH TYPICAL DETECTION TAPE'Y' BRANCHES6'�4' CLEANOUTT❑ BE LOCATED IN THE FIELINSTALLED PLUG (TYP) WRAPWITH DETECTION TAP�4' CLE w w `-6' 6' BENDS AS a z REQUIRED a -1 PROPERTY LINE € OF SEWER MAIN TO BE 6' DOUBLE 'Y' ON E OF STREET UNLESS 6' OTHERWISE SHOWN ON PLANS �w 0-i PLAN r1 VIEW NOTE 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER. 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL SERVICE LATERALS AND WRAPPED AROUND ALL CLEANOUT STAND PIPES. 3. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. (SHALLOW SEWER) STANDARD LATERAL U,S,F, DWG, NO, 420A OR EQUAL MANHOLE COVER, LETTERS MARKED "SANITARY SEWER", -� ■l9�P1a1:#■ CONCEALED WATERTIGHT PICKHOLE 22-3/4" I COVER 22-15/16' _ -. 20-5 8"1 KNIJ _. 24-3 4 3'-0" FRAME SECTION NOTES A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. STANDARD 'T' BRANCH I SEE PIPE 5'-0' I.D. OPENING THREADED CAP -�� DETAIL B B PIPE INVERT w STAINLESS STEEL STRAPS (TYP.) x Q �•' • G 4' STANDARD LONG 1" RADIUS ELBOW FILL CONCRETE ELEVATION FORMED. SECTI❑N B-B T❑ BE USED WHERE DROP IS 2' OR MORE NOTES 1. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 2. 2' WIDE STAINLESS STEEL STRAPS WITH 4' LONG STAINLESS STEEL FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. TYPE "A" DROP MANHOLE 1. REINFORCING AREA OF 0.20 SO, IN./FT. FOR WALL SECTI❑N, MIN. TO MEET OR EXCEED A.S.T.M, A 185, 2. ALL CEMENT TO BE TYPE II. 3, ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN, 3,000 P.S.I. TO MEET OR EXCEED A.S.T.M. C 478. 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL CONCRETE FINISHED SMOOTH WITH STEEL TRDWEL. 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6'. 6, INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 7, CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V, CAMERA, 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP CONNECTION REQUIRED. 10, CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION DEBRIS FROM ENTERING THE WASTEWATER SYSTEM, 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN FLODD ZONES, 12, NO, 40 BARS 5' D.C. EACH WAY IN SLAB (TOP AND BOTTOM), 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING AND EXITING MANHOLES, 14, 2 COURSES MIN., 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE TOPS AND CASTINGS. 15. 3/4' CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12' SHALL BE PROVIDED AS REQUIRED BY IRCDUS 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 IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN, 18, A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS. 19, MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL LOAD (AASHO H-20). SPACE AROUND ❑UTSIDE OF PIPE SHALL BE COMPLETELY FILLED WITH N❑N-SHRINK GR❑UT, REMOVE CONCRETE AND BEND EXPOSED EXISTING REINFORCING STEEL AROUND OUTSIDE OF PIPE, (FOR FIELD INSTALLATION) PIPE TO MANHOLE CONNECTION 'To BE N LEREPRN NENE BOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY K❑R-N-SEAL INC. (FOR PRECAST HOLES) r H.P. ELEV. OF FILL CONCRETE I TO BE SAME AS O.D. OF PIPE 4 . d ' 6" TYP. 4_ r e M Z_ PIPE ❑PENING = PIPE ❑.D. + 6' 5/8 PIPE O.D. 19 wks"i � NOTES 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER GRADE -- POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSSING BE ALLOWED • OBSTRUCTION ��� 36' MIN. 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE COVER MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL PRESSURE MAIN AFTER ASSEMBLY. (2 COATS MINIMUM.) RESTRAINED JOINTS 45` OR 22 1/2' 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY W.M.U.D. BENDS (M.J.) ENCASE AS REp'D. 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN SPECIAL UTILITY CROSSING - FITTING TYPE & SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL J❑INTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CR❑SSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CR❑SSING, SO 18' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, a AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED. UTILITY CROSSINGS GRADE MANHOLE FRAME & COVER SEE MANHOLE U.S. FOUNDRY DWG. NO. 420A EFFLUENT & OPENING MAY BE OFFSET \ ` INFLUENT DETAIL ADDITIONAL REINFORCING BARS REQUIRED AT OPENING. SLAB TO BE TRAFFIC BEARING LEVELING RINGS PLAN 2 COURSES MIN. 6 COURSES MAX. RAMNECK GASKET OR EQUAL '.=',= ap z u SEE PIPE OPENING DETAIL - u u (TYP.) ' FILL CONCRETE ELEVATION PIPE INVERT TO BE USED WHEN CUT CLASSIFICATI❑N IS 60 OR LESS NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10, 4, SEE MANHOLE EFFLUENT b INFLUENT DETAIL DRAWING NO. S-11. SLAB TOP MANHOLE SEE MANHOLE EFFLUENT & INFLUENT DETAIL MANHOLE FRAME & COVER U.S. FOUNDRY r FINISH GRADE DWG. NO. 420A tl uemmi .WK o CONCENTRIC 24 3/4' mvas w t. U CONE TF SEE PIPE oPEra-G DET 1, 7' H _j D T D 1 SLR FILL u 1FT. CONCRETE 4 L PIPE - INVERT ELEVATION SECTION D-D TO BE USED WHEN CUT CLASSIFICATION IS 610' OR LES NOTES 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 4. SEE MANHOLE EFFLUENT (& INFLUENT DETAIL DRAWING NO. S-11 U 1OLA iLJ S V1LL®W MH SEE PIPE ❑PENING DETAIL (FOR FIELD INSTALLATION) MAY BE PRECAST. T FILL CONCRETE 24' FROM EDGE OF MANHOLE TO ❑UTSIDE ❑F BELL OR P.E. J❑INT (TYP) WMAN1110 w OR�. PIPE TO MANHOLE CONNECTION TO BE NEOPRENE BOOT WITH STAINLESS STEEL ACCESSORIES AS MANUFACTURED BY K❑R-N-SEAL OR APP. (FOR PRECAST HOLES), NOTE 1, PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS MANHOLE EFFLUENT + INFLUENT N SLOPE TO � ❑BSTRUCTION 36' MIN. COVER--' �I- I � r SEE NOTE NO. 2 PRESSURE MAIN O FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH OF PIPE AT THE ENCASE Al REQ'D. P❑INT OF CR❑SSING STANDARD UTILITY CROSSING - DEFLECTION TYPE FINISHED GRADE CONC. ENCASEMENT 6' MIN. BETWEEN OUTSIDE DIAMETERS OF PIPE (TYP.) ® SEWER WATER MAIN i� SECTI❑N A -A UTILITY OTHER THAN SEWER SANITARY CONCRETE SEWER ENCASEMENT CONCRETE ENCASEMENT z z i 2' 0' MIN. WATER MAIN A WATER MAIN WATERLINE TO BE OVER TOP OF SEWERLINE WHERE POSSIBLE. � A CLASS I 61J CLASS 2 ENCASEMENT DETAILS NOTES N.T.S. I. 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 P❑INT OF CROSSING, SO AS TO LOCATE JOINTS AT AX M M DISTANCE FROM THE WATE R LINE. 2. MAINTAIN 10' HORIZ AL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM, 3. WHERE A 10' 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 PIPE) AND A WATER MAIN (OR F❑RCEMAIN) THE WATERLINE (❑R F❑RCEMAIN) SHALL BE CLASS 52 D.I.P, ❑R CONCRETE ENCASED. UTILITY ENCASEMENT CONCRETE HEADWALL 304SS STRAPS w/ CONCRETE HEADWALL 3/4" SS BOLTS 2 TYP. EACH END 1/2" FELT PAD -- -I i 1 6LF CLASS 53 FLANGED D.I.P. 1 1 ILA CUT OUT OR POUR AROUND PIPE SEE - NOTE BELOW PLAN VIEW (CRADLE) _ONCRETE GRAD E 6LF CLASS 53 FLANGED D.I.P. AIK SASE VALVE - FLANGED 45' BEND (GA MODEL 2LAR OR EOU.) E CLASS 53 D.I.P. MEGA LUG M.J. 45' BEND \` PIPE P.V.C. or SIZE VARIES P.V.C. PIPE CLASS 53 D.I.P. .. --CLASS 53 D.I.P]P.V.C. PIPE CONCRETE CRADLE PROFILE VIEW 6" CLEARANCE (MIN.) MIN.) 1 F .. . NOTE 1. ALL PIPE TO BE O O O POLYETHYLENE WRAPPED PRIOR TO CONCRETE POUR. ARCH ITT RA K O O 2. PENETRATION OF PIPE TO BE SUPPLIED 0 0 THROUGH THE CONCRETE BY OWNER O CRADLE TO BE EITHER POLYETHYLENE WRAPPED OR POSITIONED THROUGH A CUT CONCRETE CRADLE D OUT IN THE CONCRETE. IF A ENE CUT OUT IS NOT USED PAD POLYETHYLENE WRAP MUST BE CONTINUOUSLY MAINTAINED TYPICAL FORCE MAIN CROSSING OVER CULVERT 48 HOURS BEFORE DIGGING CALL TOLL FREE 1 00- -477 SUNSHINE STATE ONE OF FLORIDA, INC • , w � e 4,A 0 • w; • 4 1� �F *!I CD CD R4ADY FL OF 01-464 SANITARY SEWERS POLYVINYL CHLORIDE PIPE SCOPE THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR SANITARY SEWERS. GENERAL A. POLYVINYL CHLORIDE (PVC.) PIPE SHALL BE ALLOWED FOR USE AS POTABLE WATER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE PROJECT. THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE MAY BE REQUIRED DURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS UNSUITABLE FOR THE PARTICULAR APPLICATION. B. POLYVINYL CHLORIDE (PVC.) GRAVITY SEWER PIPE CAN BE USED UP TO A DEPTH OF SIXTEEN FEET AS SPECIFIED HEREIN. DUCTILE IRON PIPE SHALL BE USED FOR DEPTHS GREATER THAN 16 FEET, EXCEPT WHERE OTHER MATERIAL IS SPECIFICALLY SPECIFIED AND APPROVED BY INDIAN RIVER COUNTY UTILITIES DEPARTMENT. GRAVITY SEWER PIPE AND FITTINGS A. GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION D 3034-SDR 35. B. FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE INSTALLED. C. IN ADDITION TO THE REQUIREMENTS OF ASTM SPECIFICATIONS, THE PIPE SHALL NOT BE OUT -OF -ROUND OR CROOKED IN ALIGNMENT AS DETERMINED BY THE ENGINEER. ANY LENGTH OF PIPE 6 INCHES OR GREATER IN DIAMETER WHOSE INSIDE DIAMETERS MEASURED AT RIGHT ANGLES TO EACH OTHER VARY MORE THAN 1/4 INCH MAY BE REJECTED. D. POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND FURNISHED BY JM, OR INDIAN RIVER COUNTY UTILITIES DEPARTMENT APPROVED EQUAL. E. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). ALL PVC. MATERIALS SHALL BE STORED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS (NOT IN DIRECT SUNLIGHT). PVC. PIPE AND FITTINGS WHICH SHOW SIGNS OF ULTRAVIOLET DEGRADATION IS CONSIDERED SUBSTANDARD AND UNFIT FOR USE, AND WILL BE REJECTED BY INDIAN RIVER COUNTY UTILITIES DEPARTMENT. F. ALL WYES, FITTINGS, LATERALS, AND MANHOLE COUPLINGS SHALL BE MANUFACTURED BY JM, OR APPROVED EQUAL. ADAPTERS SHALL BE COMPATIBLE TO THE APPROVED PIPE AND APPURTENANCES. ALL JOINTS SHALL BE RUBBER GASKETED. G. PIPE SHALL BE GREEN IN COLOR. PIPE JOINT SEALS A. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH ASTM DESIGNATION D3212. B. THE JOINT SHALL REMAIN SEALED BY ITS OWN COMPRESSION AND ADHESIVES SHALL NOT BE NECESSARY TO WELD OR FUSE THE GASKETS TOGETHER. C. THE COMPRESSIVE STRESS WHICH IS DEVELOPED IN THE GASKET MATERIAL SHALL BE AS HIGH AS IS PERMITTED BY THE STRENGTH OF THE BELL IN RING TENSION, WITH DUE REGARD TO FACTOR OF SAFETY, AND THIS STRESS SHALL BE AT ITS MAXIMUM VALUE WHEN THE JOINT IS COMPLETELY ASSEMBLED. RETROFITTING SEWER LATERALS GRAVITY SEWER SYSTEMS SHALL BE DESIGNED SUCH THAT LATERALS ARE PROVIDED TO SERVE ALL UNITS AND LOTS. IN CASES WHERE SEWER LATERALS MUST BE ADDED TO A GRAVITY SEWER MAIN, CONNECTIONS SHALL BE MADE USING A SADDLE OR BY INSTALLING A SEWER SERVICE WYE BRANCH AND A SLEEVE -TYPE ADAPTOR, WHICHEVER IS SPECIFIED BY IRCDUS FOR THE PARTICULAR APPLICATION. ADAPTERS SHALL BE BY FURNCO OR APPROVED EQUAL. SADDLES SHALL BE AS APPROVED BY IRCDUS. WASTEWATER AND RECLAIMED WATER FORCE MAINS POLYVINYL CHLORIDE PIPE SCOPE THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR WASTEWATER AND RECLAIMED WATER FORCE MAINS. GENERAL POLYVINYL CHLORIDE (PVC.) PIPE SHALL BE ALLOWED FOR USE AS WASTEWATER RECLAIMED WATER FORCE MAIN PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE PROJECT. THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE MAY BE REQUIRED BY IRCDUS FIELD PERSONNEL, IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS UNSUITABLE FOR THE PARTICULAR APPLICATION. PIPE MATERIALS FOR SIZES 4" THROUGH 12" A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING POTABLE WASTEWATER OR RECLAIMED WATER SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 PSI. B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND D2241, LATEST REVISION. PVC. PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR CLASS 12454-8 MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18. C. POLYVINYL CHLORIDE PRESSURE PIPE SMALLER THAN 4" SHALL BE AS APPROVED BY IRCDUS. D. POLYVINYL CHLORIDE PIPE SHALL BE AS MANUFACTURED BY JM MANUFACTURING COMPANY, OR EQUAL. E. THE PIPE USED FOR WASTEWATER SHALL BE BROWN OR GREEN IN COLOR. THE PIPE USED FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR. JOINTS A. JOINTS FOR PVC. PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER GASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS WILL BE PERMITTED. B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATION UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY THE ENGINEER. C. RESTRAINT SHALL BE BY NAPPCO C-1300 RESTRAINER OR APPROVED EQUAL. FITTINGS A. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA SPECIFICATION C110 (ANSI 21.10). FITTINGS SHALL BE FACTORY LINED AND COATED. THE EXTERIOR OF THE FITTINGS SHALL HAVE A BITUMINOUS COATING TO A MINIMUM DRY FILM THICKNESS OF 2.0 MIL. THE INTERIOR OF THE FITTINGS SHALL HAVE A COAL -TAR EPDXY LINING. THE COAL -TAR EPDXY MATERIAL SHALL BE APPLIED IN 2 COATS WITH A MINIMUM DRY FILM THICKNESS OF 16.0 MILS. B. THE PRESSURE RATING SHALL BE 250 PSI. C. JOINT RESTRAINT SHALL BE BY NAPPCO C-1300 RESTRAINER, OR APPROVED EQUAL. D. TRACE WIRE REQUIRED SEE INDIAN RIVER COUNTY UTILITY DEPT. SPEC. 6.09 MISCELLANEOUS VALVES AND APPURTENANCES GENERAL A. ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE PRODUCTS OF WELL -ESTABLISHED REPUTABLE FIRMS WHO ARE FULLY EXPERIENCED AND QUALIFIED IN THE MANUFACTURE OF THE PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE SPECIFICATIONS AS APPLICABLE. 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. C. ALL BURIED VALVES SHALL BE MECHANICAL JOINT. ALL ABOVE -GROUND VALVES SHALL BE FLANGED. D. GATE VALVES SHALL BE USED ON WATER LINES. BUTTERFLY VALVES MAY BE USED IN LIEU OF GATE VALVES FOR SIZES 12" AND LARGER. E. PLUG VALVES SHALL BE USED IN FORCE MAIN APPLICATIONS. F. VALVES AND APPURTENANCES OTHER THAN THOSE SPECIFICALLY CALLED OUT IN THIS SECTION MAY BE APPROVED FOR USE BY INDIAN RIVER COUNTY UTILITIES DEPARTMENT ON A CASE -BY -CASE BASIS. CRITERIA FOR APPROVAL SHALL INCLUDE THE INTERCHANGEABILITY OF THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS SPECIFICALLY CALLED OUT IN THESE SPECIFICATIONS. CHECK VALVES A. CHECK VALVES FOR DUCTILE IRON PIPELINES SHALL BE SWING TYPE AND SHALL MEET THE MATERIALS REQUIREMENTS OF AWWA SPECIFICATION C508. THE VALVES SHALL BE IRON BODY, BRONZE MOUNTED, SINGLE DISC, 150 WORKING WATER PRESSURE, NON -SHOCK, NON -SLAM, SLOW CLOSING, AND HYDROSTATICALLY TESTED AT 300 PSI. ENDS SHALL BE 125 POUND ANSI 816.1 FLANGES OR 125 POUND ANSI B2.1 THREADED FITTINGS, DEPENDING UPON LOCATION. B. WHEN THERE IS NO FLOW THROUGH THE LINE, THE DISC SHALL HANG LIGHTLY AGAINST ITS SEAT. WHEN OPEN, THE DISC SHALL SWING CLEAR OF THE WATERWAY. C. CHECK VALVES SHALL HAVE BRONZE SEAT AND BODY RINGS, EXTENDED BRONZE HINGE PINS, AND BRONZE NUTS ON THE BOLTS AND BOLTED COVERS. D. VALVES SHALL BE SO CONSTRUCTED THAT DISC AND BODY SEAT MAY EASILY BE REMOVED AND REPLACED WITHOUT REMOVING THE VALVE FROM THE LINE. VALVES SHALL BE FITTED WITH AN EXTENDED HINGE ARM WITH OUTSIDE LEVER AND WEIGHT, AS NECESSARY. E. CHECK VALVES FOR PVC PIPE LESS THAN 6" IN DIAMETER SHALL BE OF PVC TYPE 1, SERIES BC, WITH UNION, SOCKET, THREADED, OR FLANGED ENDS, AS REQUIRED. PVC BALL CHECK VALVES SHALL BE AS MANUFACTURED BY CELANESE PIPING SYSTEMS, INC., WALLACE AND TIERNAN, INC., PLASTILINE, INC., OR APPROVED EQUAL. PLUG VALVES A. PLUG VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE WITH SEMI - STEEL BODIES, RESILIENT FACED PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. PORT AREAS SHALL BE AT LEAST 80 PERCENT OF FULL PIPE AREA FOR VALVES 20 INCHES AND SMALLER. PORT AREA SHALL BE 70 PERCENT FOR ALL VALVES 24 INCHES AND LARGER. ALL VALVES 4 INCHES AND LARGER SHALL BE OF THE BOLTED DESIGN. ALL EXPOSED NUTS, BOLTS, SPRINGS AND WASHERS SHALL BE HOT DIPPED GALVANIZED, EXCEPT EXPOSED HARDWARE FOR SUBMERGED VALVES SHALL BE OF STAINLESS STEEL. VALVE BODIES SHALL BE SEMI -STEEL WITH 125-POUND ANSI STANDARD FLANGED ENDS FOR INTERIOR OR ABOVEGROUND SERVICE; MECHANICAL JOINT FOR BURIED SERVICE AND FOR USE WITH THREADED CAST IRON OR DUCTILE IRON PIPING SHALL HAVE SCREWED END CONNECTIONS. THE PLUG SHALL BE ONE PIECE AND OF SUFFICIENT DESIGN SO AS NOT TO REQUIRE A STIFFENING MEMBER OPPOSITE THE FACE PLUG. B. PLUG VALVES 6 INCHES AND LARGER SHALL BE EQUIPPED WITH GEAR ACTUATORS, WHICH SHALL CLEARLY INDICATE VALVE POSITION AND AN ADJUSTABLE STOP SHALL BE PROVIDED. CONSTRUCTION OF ACTUATOR HOUSING SHALL BE SEMI -STEEL. ALL GEARING SHALL BE ENCLOSED, SUITABLE FOR RUNNING IN OIL WITH SEALS PROVIDED ON ALL SHAFTS TO PREVENT ENTRY OF DIRT AND WATER INTO THE ACTUATOR. ALL SHAFT BEARINGS SHALL BE FURNISHED WITH PERMANENTLY LUBRICATED BEAtkiNG BUSHINGS. C. THREE-WAY PLUG VALVES SHALL BE NON -LUBRICATED GEAR OPERATED. VALVE BODIES SHALL BE SEMI -STEEL WITH 125-POUND ANSI STANDARD FLANGES, AND ALL PLUGS SHALL BE RESILIENT FACED. THREE-WAY VALVES SHALL BE 3-WAY, 3-PORT, 270 DEGREE TURN. D. PLUG VALVES AND ACTUATORS SHALL BE AS MANUFACTURED BY DEZURIK CORPORATION (100 SERIES), VALVEMATIC (1500 SERIES), OR EQUAL. TAPPING SLEEVES AND VALVES A. TAPPING SLEEVES SHALL BE THE MECHANICAL JOINT TYPE WITH DUCTILE IRON BODIES AND THE APPROPRIATE GASKETS FOR EACH TYPE OF SERVICE MAIN, AND BE AS MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL. B. TAPPING VALVES SHALL BE MECHANICAL JOINT AND SPECIFICALLY FOR THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND BE AS MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL. C. STAINLESS STEEL WRAPAROUND TAPPING SLEEVE AND VALVE MAY BE USED IF APPROVED BY THE DEPARTMENT OF UTILITY SERVICES. TESTING AND INSPECTION OF WATER MAINS, WASTEWATER FORCE MAINS AND GRAVITY SEWERS PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING A. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM WITH SECTION 4 OF THE LATEST EDITION OF AWWA C-600 SPECIFICATIONS FOR D.I.P. AND AWWA M-23 FOR PVC PIPE, WITH THE EXCEPTION THAT THE CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR DESIGNATED REPRESENTATIVE SHALL BE PRESENT DURING ALL TESTING, TELEVISING AND FINAL INSPECTIONS. B. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150 PSIG (100 PSIG FOR FORCE MAIN). THE CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE REQUIRED TEST PRESSURE. CORPORATION COCKS AT LEAST 1 INCH IN DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING. C. THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LESS THAN 2 HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS ARE COMPLIED WITH, DEFECTIVE MATERIALS, PIPES, VALVES AND ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPE -LINES SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL AIR REMOVED, AND THE PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP TO BE FURNISHED BY THE CONTRACTOR, ACCURATE MEANS SHALL BE PROVIDED FOR MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. TESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13 OF AWWA STANDARD C600. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: 112 L = NO X (P) 7400 L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR N = NUMBER OF JOINTS IN THE SECTION TESTED D = NOMINAL DIAMETER OF THE PIPE IN INCHES P = AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH GAUGE D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER FOR REVIEW AT LEAST FIVE (5) WORKING [SAYS BEFORE STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ANY DAMAGE TO THE PIPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. LINES SHALL BE TOTALLY FREE AND CLEAN PRIOR TO FINAL ACCEPTANCE. E. THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE MUST BE PRESENT DURING TESTING. F. NO THRUST BLOCKS SHALL BE BACKFILLED UNTIL INSPECTED BY IRCDUS INSPECTORS. TESTING OF GRAVITY SEWERS A. LEAKAGE TESTS BY EXFILTRATION OR INFILTRATION, AS DESCRIBED BELOW, WILL BE MADE ON ALL PIPE. THE COUNTY SHALL HAVE THE OPTION OF DETERMINING WHICH TEST SHALL BE EMPLOYED. GENERALLY, IF THE GROUNDWATER TABLE IS BELOW THE BOTTOM OF THE PIPE, AN EXFILTRATION TEST SHALL BE USED. B. EXFILTRATION TESTS WILL BE MADE ON PIPE BEFORE OR AFTER BACKFILLING, AT THE DISCRETION OF THE COUNTY. THE LENGTH OF THE SEWER TO BE TESTED SHALL BE SUCH THAT THE HEAD OVER THE CROWN OF THE UPSTREAM END IS NOT LESS THAN 2 FEET, AND THE HEAD OVER THE DOWNSTREAM CROWN IS NOT MORE THAN 6 FEET, UNLESS DIRECTED BY PNEUMATIC BAGS OR MECHANICAL PLUGS IN SUCH A MANNER THAT THE AIR CAN BE RELEASED FROM THE SEWER WHILE IT IS BEING FILLED WITH WATER. THE TEST SHALL BE CONTINUED FOR ONE HOUR AND PROVISIONS SHALL BE MADE FOR MEASURING THE AMOUNT OF WATER REQUIRED TO MAINTAIN THE WATER AT A CONSTANT LEVEL DURING THIS PERIOD. IF TEST RESULTS ARE UNSATISFACTORY, THE ENGINEER MAY DIRECT THAT ADDITIONAL TESTS ARE MADE ON ANY OR ALL OF THE PIPE. C. IF ANY JOINT SHOWS AN APPRECIABLE AMOUNT OF LEAKAGE, THE JOINTING MATERIAL SHALL BE REMOVED AND JOINT REMADE. IF ANY PIPE IS DEFECTIVE, IT SHALL BE REMOVED AND REPLACED. IF THE QUANTITY OF WATER REQUIRED TO MAINTAIN A CONSTANT LEVEL IN THE SEWER FOR ONE HOUR DOES NOT EXCEED 100 GALLONS PER INCH OF DIAMETER PER DAY PER MILE OF SEWER, AND IF ALL THE LEAKAGE IS NOT CONFINED TO A FEW JOINTS, THE WORKMANSHIP SHALL BE CONSIDERED SATISFACTORY. IF THE AMOUNT OF LEAKAGE INDICATES DEFECTIVE JOINTS OR BROKEN PIPES, THEY SHALL BE CORRECTED BY THE CONTRACTOR. D. PIPE SHALL BE TESTED FOR INFILTRATION AFTER THE BACKFILL HAS BEEN PLACED. INFILTRATION TESTS SHALL BE MADE UNDER THE SUPERVISION OF THE COUNTY, AND THE LENGTH OF THE LINE TO BE TESTED SHALL BE AS DIRECTED BY THE COUNTY. THE ALLOWABLE FILTRATION SHALL BE 100 GALLONS PER INCH OF DIAMETER PER DAY PER MILE OF SEWER. E. RATES OF INFILTRATION SHALL BE DETERMINED BY MEANS OF V-NOTCH WEIRS, PIPE SPIGOT, OR BY PLUGS IN THE END OF THE PIPE, TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR IN AN APPROVED MANNER, AND AT SUCH TIMES AND LOCATIONS AS MAY BE DIRECTED BY THE COUNTY. F. IF AN INSPECTION OF THE COMPLETED SEWER OR ANY PART THEREOF SHOWS AND MANHOLES, PIPES, OR JOINTS WHICH ALLOW THE INFILTRATION OF WATER IN A NOTICEABLE STREAM OR JET, THE DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED OR REPAIRED, AS DIRECTED. G. LEAKAGE BETWEEN TWO ADJACENT MANHOLES MAY BE DOUBLE THE AMOUNT ABOVE STATED, PROVIDED THE AVERAGE LEAKAGE FOR A TOTAL LENGTH OF ANY SIZE DOES NOT EXCEED THE AMOUNT FIRST STATED, AND PROVIDED THERE ARE NOT GUSHING OR SPURTING LEAKS. H. ALL WATER USED IN TESTING AND FLUSHING SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. I. THE CONTRACTOR MAY USE AN AIR TEST IN LIEU OF THE EXFILTRATION TEST AS DESCRIBED ABOVE. IF HE ELECTS TO DO THIS, HE SHALL SUBMIT HIS PROPOSED METHOD TO THE COUNTY FOR APPROVAL. J. IF THE RESULTS OF THE AIR TEST ARE UNSATISFACTORY, AS DETERMINED BY THE COUNTY, THE CONTRACTOR SHALL BE REQUIRED TO PERFORM THE EXFILTRATION TEST AS OUTLINED ABOVE. K. AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL OF THE PIPE BY FLUSHING WITH WATER OR OTHER MEANS TO REMOVE ALL DIRT, STONES, PIECES OF WOOD, OR OTHER MATERIAL WHICH MAY HAVE ENTERED DURING THE CONSTRUCTION PERIOD. DEBRIS CLEANED FROM THE LINES SHALL BE REMOVED FROM THE LOWEST OUTLET. IF, AFTER THIS OUTLET CLEANING, OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. AFTER THE PIPE IS CLEANED AND IF THE GROUNDWATER LEVEL IS ABOVE THE PIPE, OR FOLLOWING A HEAVY RAIN, THE COUNTY WILL EXAMINE THE PIPE FOR LEAKS. IF DEFECTIVE PIPES OR JOINTS ARE DISCOVERED AT THIS TIME, THEY SHALL BE REPAIRED BY THE CONTRACTOR. L. UPON COMPLETION OF THE WORK, THE SEWER SYSTEM OR SELECTED SECTIONS THEREIN SHALL BE SUBJECTED TO A FINAL TEST AND INSPECTION. ALL WORK IN THE SYSTEM OR SECTIONS THEREIN BEING TESTED SHALL BE COMPLETE., CLEANED AND READY FOR USE. TESTS SHALL BE AS SPECIFIED HEREIN AND SHALL MEET ALL REQUIREMENTS AS TO LINE, GRADE, CLEAN LINES, INFILTRATION, EXFILTRATION AND WORKMANSHIP. M. INSPECTION OF MAINS SHALL BE BY USE OF A SELF-CONTAINED TELEVISION SYSTEM AND LAMPING. THESE FACILITIES SHALL BE PROVIDED AND OPERATED BY THE CONTRACTOR AS SPECIFIED BELOW: THE CONTRACTOR SHALL PROVIDE THE COUNTY WITH VIDEOTAPE RECORDINGS, ON VHS FORMAT, OF THE INTERIOR OF ALL MAIN LINE GRAVITY SEWERS 8 INCHES IN DIAMETER AND LARGER. THE TAPES SHALL BE CONTAINED IN A 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 EQUIPMENT SHALL CONSIST OF A SELF- CONTAINED CAMERA AND A MONITORING UNIT 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 DURING THESE INSPECTIONS. MONITORS SHALL ALSO BE PROVIDED WITH A "POLAROID" TYPE CAMERA SO THAT, AS MAY BE REQUESTED BY THE COUNTY, PHOTOGRAPHS WILL BE MADE OF A PARTICULAR PORTION OF THE MAIN BEING VIEWED. THE TAPES SHALL BE PROPERLY EXPOSED AND THE CAMERA SHALL BE IN PROPER FOCUS SO THAT GOOD, CLEAR RECORDINGS SHOWING DETAIL ARE PRODUCED. TAPES SHALL BE IDENTIFIED BY AUDIO RECORDINGS NOTING THE MANHOLE NUMBERS, DISTANCES TO SERVICE LATERAL 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 SHALL BE DELIVERED TO IRCDUS. THE CONTRACTOR SHALL PROVIDE ANY ASSISTANCE REQUIRED BY THE COUNTY TO ASSIST THE ENGINEER WITH VISUAL INSPECTIONS. GENERAL DESIGN DATA GRAVITY SEWERS A. ALL SANITARY SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INDIAN RIVER COUNTY WASTEWATER MASTER PLAN. DESIGN TO BE DONE ACCORDING TO (10) STATE STANDARDS AND CURRENT REGULATORY AGENCY REQUIREMENTS. B. GRAVITY SEWERS SHALL BE DESIGNED FOR ESTIMATED PEAK FLOW AT ULTIMATE DEVELOPMENT, WHICH SHALL BE THE PRODUCT OF A SELECTED PEAKING FACTOR AND THE PROJECTED OR KNOWN DAILY FLOW AT ULTIMATE SYSTEM DEVELOPMENT. C. PROJECTIONS OF AVERAGE DAILY FLOWS SHALL BE MADE USING A PER CAPITA SEWAGE FLOW OF 100 GALLONS PER DAY AND IN ACCORDANCE WITH INDIAN RIVER COUNTY ORDINANCES. PEAK HOUR (DESIGN) FLOWS SHALL BE ESTIMATED USING A PEAKING FACTOR OF 2.0 TIMES THE AVERAGE DAILY FLOW, OR AS OUTLINED WITHIN (10) STATE STANDARDS. D. ALL SEWERS SHALL BE SIZED TO PROVIDE AMPLE CAPACITY FOR PEAK DESIGN FLOWS. THE MINIMUM ALLOWABLE PIPE SIZE SHALL BE 8" FOR COLLECTION LINES AND 6" FOR SERVICE LATERALS. SEWERS SHALL BE DESIGNED AT SLOPES PROVIDING MINIMUM VELOCITIES OF 2 FEET PER SECOND WHEN FLOWING FULL OR HALF -FULL, USING THE MANNINGS ROUGHNESS COEFFICIENT (n) OF 0.013 FOR DUCTILE IRON PIPE AND 0.012 FOR POLYVINYL CHLORIDE PIPE. IN GENERAL THE FOLLOWING MINIMUM SLOPES SHALL BE PROVIDED FOR SEWER SIZES 8" TO 36" OR APPROVED BY UTILITY: VCP & DIP PVC PIPE DIAMETER n = 0.013 n = 0.012 8 0.33% 0.28% 10 0.25% 0.21 % 12 0.20% 0.17% 15 0.15% 0.12% 18 0.11% 0.10% 21 0.09 % 0.08% 24 0.08% 0.07% E. MANHOLES SHALL BE INSTALLED AT THE END OF EACH LINE; AT ALL CHANGES IN GRADE, SIZE OR ALIGNMENT; AT ALL JUNCTIONS (EXCLUDING SERVICE LATERALS); AND AT DISTANCES NO GREATER THAN 400 FEET. F. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES, EXCEPT AT TERMINAL ENDS OF THE SYSTEM. EARTHWORK AND BACKFILL A. ALL EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE ADEQUATELY GUARDED WITH BARRICADES AND LIGHTS, SO AS TO PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS, CURBS, PARKWAYS AND OTHER PUBLIC PROPERTY DISTURBED IN THE COURSE OF THE WORK SHALL BE RESTORED IN A MANNER SATISFACTORY TO THE COUNTY. B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6- INCH DISTANCE BELOW THE PIPE INVERT TO THE BOTTOM 12 INCHES ABOVE THE TOP OF THE PIPE, SHALL BE PER THE MANUFACTURER'S REQUIREMENTS. C. ALL GRAVITY SEWER INSTALLATION PROCEDURES MUST BE IN ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. ALL GRAVITY SEWERS AND FORCE MAINS SHALL BE INSTALLED TO HAVE A MINIMUM OF 36 INCHES INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. D. INSTALLATION OF FORCE MAINS SHALL BE IN ACCORDANCE WITH AWWA STANDARD C600 AND THE INSTALLATION SPECIFICATIONS FOR WATER LINES IN THE WATER DISTRIBUTION SECTION, IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. 1. TRENCH - TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL COMPLY WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE PIPE, 2. BACKFILL - ONLY GOOD QUALITY BACKFILL, FREE OF STONES, HARD PAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR OTHER DEBRIS WHICH MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED. BACKFILL SHALL BE PLACED IN THE TRENCH IN UNIFORM LIFTS OF 12 INCHES. 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. BACKFILL SHALL BE COMPACTED IN LIFTS UP TO THE SURFACE TO ACHIEVE A MINIMUM COMPACTION OF 95 PERCENT OF MAXIMUM DENSITY IN ROADWAYS AND SHOULDERS, AND 90 PRECENT IN EASEMENTS, IN ACCORDANCE WITH AASATO T-180 AND ASTM D-2167. 4, DEWATERING — CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL —POINTING WILL BE REQUIRED AS 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. 5, SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK, PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE UNIFORM TO OSHA REQUIREMENTS. 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-00-43-477 SUNSHINE STATE ONE OF FLORIDA, INCI`01�11 . • • �R w 6 uw 0 ti 0 O U. r V_ fyb 0 " .. 10Od a 0 IL off. 0 0 LL Iw '' + ' u [lam t•'-"-` .) - �' •'✓.i_r�. OF 7 01-464 PART 3 EXECUTION SPECIFICATIONS FOR SUBMERSIBLE GRINDER LIFT _STATION PART 1 GENERAL 1.01 WORK INCLUDED 1. The work included under this Section consists of furnishing submersible grinder pumps, motors, controls and related equipment for the pump station as shown on the drawings and specified herein. The station shall be fully tested, complete, and in operating condition. 1.02 QUALITY ASSURANCE 1. Unit Integrity. The pumps, motors, control panel, access cover, and guide rail assemblies shall be supplied by the pump supplier to insure unit integrity. 2. Pump Tests: The pump supplier shall perform the following tests on each pump before shipment from the supplier: a. Megger the pump for insulation breaks or moisture. b. Internally pressurize the motor housing to 5 psi with a halogen gas. Check all 0-ring mating surfaces for gas leaks with a halogen gas detector. c. Verify voltage setting matches order requirements. d.Pump shall be run dry to verify rotation, phase balance, and dynamic balance. e. A written certified test report giving the above information shall be supplied with each pump at the time of shipment. f. Each pump cable end shall be fitted with a rubber shrink fit boot to protect cable ends. 3. Guaranteed Ports Stocking Program: The pump supplier shall have a guaranteed parts stocking program in the State of Florida. These parts shall include at least one set of spare parts as listed below for each pump supplied on this contract. If the pump supplier does not meet this requirement for a guaranteed stock program, the contractor shall furnish the following spare ports for each pump. Upper Lip Seal Inspection Plug Washers Lower Mechanical Seal Impeller Bolt Cutters Impeller Key Motor Cable Upper Bearing Cable Entry Washer/Grommet Lower Bearing Complete Set of 0-Rings 4. The pump supplier shall have a factory authorized service facility within a _ - mile radius of ______-- capable of in shop motor rewinds. No part of a pump being repaired shall leave the state of Florida for repair. 1.03 SUBMITTALS 1. Copies of all materials required to establish compliance with the Specifications set forth here shall be submitted to the Engineer. Submittals shall include at least the following: a. Equipment dimension drawings, anchor bolt layouts, and weights b. Technical data on the pump and motor materials of construction c. Motor electrical data d. Hydraulic performance curves e. Complete bills of materials f. Control panel layout drawings, schematics, and bills of materials 2. Any equipment that does not conform with all of the detailed requirements of the specifications, shall be accompanied by complete descriptions of deviations and all nonconforming aspects. Failure to describe any and all deviations from the specifications will be cause for rejection. 3. Operating and maintenance manuals sholl be furnished in quantities as required by the City/County. Manuals shall include all necessry information to instruct operating and maintenance personnel unfamiliar with such equipment. 1.04 WARRANTY Warranty. The pump manufacturer shall warrant the pumps being supplied against defects in workmanship and materials for a period of one (1) year under normal use, operation and service. The manufacturer shall replace any parts, which fail under normal use as a result of factory manufacturing defects for a period of one year. The warranty sholl be in published form and apply to all similar units. PART 2. PRODUCTS 2.01 MATERIALS All metal components in the lift station, with the exception of the pumps, motors, guide rail bases, and station piping, shall be type 304 stainless steel. GRINDER PUMP STATION EQUIPMENT 2.02 PUMPS 1. The Contractor shall furnish and install electric motor driven totally submersible grinder pumps as manufactured by ABS PUMPS INC., ORANGE CITY, FLA.-- or preopproved equal. 2. Pump Design: a. Pumps shall be capable of handling raw, unscreened sewage. The grinder unit shall be capable of shearing and reducing to a fine slurry all material normally found in domestic and commercial sewage such as sanitary napkins, disposable diapers, cloth diapers, wash rags° wood, plastic, etc. The slurry sholl be capable of freely passing through a 1 1/4" piping system including check and gate valves. b. The design shall be such that the pumps will be automatically connected to the discharge piping when lowered onto the discharge connection guided by one 2" dia. SCH 40 304 stainless steel guide rail. Pumps shall be easily removable for inspection or service, requiring no bolts, nuts or other fastenings to be removed for this purpose and no need for personnel to enter the wet well. Each pump shall be fitted with a 300 stainless steel lifting bail with an opening of at least eight inches in diameter and a series 300 stainless steel lifting cable of adequate strength and length to permit raising the pump for inspection and removal. 3. Grinder Pump Construction: a. The stator casing, oil cosing and impeller shall be of grey iron construction, with all parts coming into contact with sewage protected by PVC epoxy primer with a compatible epoxy finish coat. All external bolts and nuts shall be of 300 stainless steel. b. The pump shall be of the centrifugal type with the rotating cutter mounted on the pump shaft directly against the impeller. The stationary cutter shall be mounted in an adjustable bottom plate. The bottom plate shall be cost with grooves spiraling outward from the center opening of the plate to the outer diameter. The impeller shall be a multiple vane centrifugal type. The cutter material shall be similar to an AISI 440C stainless steel with the addition of cobalt, vanadium, and molybdenum for superior abrasion resistance and a hardness of 58-62 Rockwell C. c. The common pump and motor shaft sholl be 420 stainless steel supported by a heavy duty lower single row ball bearing in 2 and 2.5 horsepower models only while 3 horsepower and above shall hove a maxi -duty double row lower boll bearing. The upper bearing shall be a sealed single row ball bearing, all models. The cutting elements and impeller shall be designed to keep the overhung load distance to a minimum. All fasteners shall be 304 stainless steel, d. Each pump shall be equipped with two seals. The lower seal (pump side) shall be of the mechanical type with silicon carbide faces. The upper seal shall be a lip type seal mounted at a slight angle to the shaft. The seals shall be separated by an oil chamber. e. The pump shall be fitted with an oil chamber in which the shaft mechanical seals operate. The chamber shall be fitted with a drain and inspection plug easily accessible from the outside of the pump. The chamber shall also be fitted with a probe extending from the bottom of the motor housing into the oil chamber. The probe shall detect the presence of water in the oil when connected to a resistive threshold relay installed in the control panel. The relay shall turn on a seal failure warning light on the inner door of the control panel when water is detected in the oil chamber as well as in the motor housing. This system will provide advance warning to an operator of potential seal failure before major damage occurs to the pump motor. f. The pump discharge shall be fitted with a guide bracket that shall be a separate casting fitted with a renewable Buna-N seat and bolted to the pump discharge. Machined guide rail mating faces integral to the pump discharge will not be considered equal to the bolt on bracket with renewable seat specified. Sealing of the guide bracket to the discharge base shall not require movement of the pump, hydraulic pressure, or machined faces. The cost iron discharge connection shall be bolted to the floor of the wet well and designed so as to receive the pump connecting flange without the need of any bolts or fasteners. 4. Pump Motor: a. Pump motors rated for 2 and 2.5 horsepower shall be NEMA design B housed in an oil filled cosing. Pump motors 3 horsepower and larger shall be NEMA design B housed in an air filled casing. All motors sholl have Class F insulated moisture resistant windings. The temperature at any point in the windings shall not exceed 155 C at any load on the operating curve of the pump. Bimetallic thermal switches shall be imbedded in each phase of the winding to sense high temperature. The rating of the switch shall be 120oC t 5oC. The control current shall be connected through the bimetallic switches so the motor is shut down should a high temperature condition exist. The switches shall be self -resetting when the motor cools. b. Single phase motors shall be of the external capacitor start capacitor run type for high starting torque. Motors that have integral start capacitors inside the motor housing shall not be acceptable, c. Oil filled motors of 2 & 2.5 horsepower shall be enclosed in a type 316 stainless steel outer housing. Air filled motors 3 horsepower and above shall hove cast iron housings equipped with external cooling fins. I 0 d. The pump/motor shaft shall be constructed of 420 stainless steel and shall be keyed to accept the impeller. The impeller shall be secured to the shaft by a stainless steel locking bolt or nut. Shafts that hove tapered or threaded ends for securing the impeller will not be acceptable. e. Sealing of the power cable entrance into the terminal chamber shall be provided by a bung-n grommet in a compression fitting. Epoxy or other compounds used in the sealing of the power cable entry is unacceptable. The terminal chamber shall be isolated from the motor chamber by a watertight barrier. 5. Cable: Pump motor cable shall be of the SO/SOW type suitable for submersible pump applications with the rating permanently embossed on the cable. Cable length sholl be sufficient to reach the control panel without the need for junction boxes or splices. Cable sizing shall conform to NEC requirements for the full load current of the pump motor. The power cable from each pump shall be pulled to the control panel through a minimum of a 2" diameter conduit. All float switches shall be pulled through a separate 2" diameter conduit. 2.03 ACCESSORIES 1. Access Hatches: The wet well and valve vault shall be equipped with access hatches of the single or double leaf construction in the minimum sizes shown on the drawings. The pump manufacturer shall coordinate the wet well hatch size with the pumps being furnished while the valve vault cover shall be single leaf with a minimum of a 36"x 36" clear opening. The hatches shall be fabricated of aluminum diamond plate reinforced for a 300# load rating. The cover(s) shall be equipped with stainless steel hinges, stainless steel automatic hold open arms, and padlock hasps. Hatches shall be as manufactured by Halliday Products or Electric Specialty. 2. Float / Coble Hanger: A 300 series stainless steel cable holder with a minimum of six hooks of sufficient length and strength to provide support for each separate cable shall be furnished. The float/cable hanger shall be easily accessed from the hatch opening. 3. Float Switches: Float switches shall be U.L. listed non floating displacement type with sealed mercury switches in a chemical resistant polypropylene casing. Sufficient cable shall be provided to reach the control panel without the need for splices or junction boxes in addition to providing ample cable for height adjustments. Float switches shall be Roto-Floats as manufactured by Anchor Scientific. 4. Fiberglass Basin. 2.04 CONTROL PANEL: A pump station control panel shall be provided for each pumping station. The control panel shall respond to liquid level float switches to automatically start and stop the pump to compensate for variations in pump station influent flow as well as providing visual and audible alarms at high wetwell levels and visual alarms upon detection of moisture in the pump. Panel shall be as manufactured by Electric Specialty or Stacon. The pump control panel shall be the standard system of the manufacturer as modified for this application. The wetwell levels to be maintained in operation are as shown on the drawings. 1. OPERATION REQUIREMENTS: a. The control panel shall include a main circuit breaker, a motor circuit protector, and magnetic starter, for each pump motor, and 15 ampere, 120 volt circuit breakers as required for control circuits and duplex receptacle. b. All pump control operations shall be accomplished by a float type liquid level control system operating on a 110 volt circuit. All control components shall be mounted in one common enclosure. c. Control switches of the H-O-A type shall provide means to operate each pump manually or automatically. When operated in the automatic mode, the control logic shall provide means to manually select or automatically alternate the position of the "lead" and "lag" pumps after each pumping cycle. d. Provisions for the connection of each pump's thermal overloads into a series configuration with the holding coil of the appropriate pump starter shall be made. This circuit shall shut the pump down in the event of motor overtemperature. The circuit shall be automatically resetting. Appropriately marked terminals shall be provided for the connection of the pump thermal overload leads. 2. CONSTRUCTION: a. The electrical control equipment shall be mounted within a NEMA Type 3R dead front enclosure, constructed of not less than 14 gouge Type 304 stainless steel. b. The enclosure shall be equipped with a rain drip shield on top and a dead front outer door fitted with a piano type hinge and a locking hasp. c. An aluminum inner door shall have cutouts to expose the operating handles of all breakers and shall incorporate the components necessary for an operator to check the status of a pump. d. Control components shall be mounted on a removable back plate that is secured to the enclosure with collar studs. e. All control components shall be marked with legends for easy identification. f. Control wire shall be minimum 18 ga. AWG, U.L. #1015. All control wire shall be routed through plastic wireways with snop on covers and be neatly bundled and tie wrapped to form a neat assembly. Each wire shall be numbered both ends with Brady type wire markers. g. Each conduit entering the control panel from the wet well shall be fitted with a seal off connection as shown on the drawings. Each seal off shall be amply filled with a reusable and pliable electrical sealing compound to prevent the intrusion of sewer gas into the control panel. Chico or epoxy compounds will not be allowed. h. Laminated weatherproof wiring schematics of the panel circuits along with a component identification legend shall be fixed to the inside of the outer door. 3. COMPONENTS: a. All motor branch circuit breakers and motor starters shall be of highest industrial quality, and securely fastened to the removable back panels with screws and washers. Back panel shall be topped to accept all mounting screws Self -tapping screws shall not be used to mount any component. b. An open frame, across -the -line, NEMA rated, magnetic motor starter, as manufactured by Square D, shall be furnished for each pump motor. All motor starters shall be equipped to provide overload protection on all phases. Motor starter contacts shall be easily replaceable without removing the motor starter from its mounted position, c. A duplex 15 AMP GFI utililty receptacle providing 120 volt 60 hertz, single phase power shall be mounted inside of the enclosure on the inner door. d. A receptacle to match county standards shall be provided for connection of the panel to emergency power. A separate main circuit breaker protecting the emergency power circuit shall be provided and shall be mechanically interlocked to the normal power main breaker to prevent both breakers to be in the "on" position at the same time. e. For alarm indication, A top mounted flashing light and horn shall be provided. An NEMA 4 silencing button shall be provided on the outside of the enclosure to silence the alarm horn only. In an alarm condition, the light will continue to flash independent of the horn. The alarm circuit shall automatically reset. f. A secondary lightning arrestor shall be provided. g. A plug-in type 0 - 30 second adjustable timer shall be provided on the log pump to prevent both pumps from coming on simultaneously after a power failure or connection to emergency power. (optional) 4. OPERATING CONTROLS AND INSTRUMENTS a. All operating controls and instruments shall be securely mounted on the inner door. All controls and instruments shall be clearly labeled to indicate function. b. Pump mode selector switches shall be Hand -Off -Auto type to permit override of automatic level control and manual actuation or shutdown of either pump motor. Operation of pumps in manual mode shall not bypass any safety shutdown. Switches shall be manufactured by Square D Company, NEMA 4X, providing three switch positions, each of which shall be clearly labeled according to function. c. Pump run indicator lights shall be provided and equipped to operate at 120 volt input. Bulbs sholl be easily replaceable from the front of the inner door without the need to remove lump socket base from its mounted position. d. A six digit, nonresetable elapsed time meter shall be connected to each motor starter to indicate the total running time of each pump in "hours" and "tenth of hours". e. Control terminal blocks shall be of the screw clamp type, rated 600 volts and shall be clearly marked as to function. f. Phase monitors: 230 volt, 3 phase stations shall be equipped with an eight pin base combination voltage and phase monitor as manufactured by Diversified Electronics. 480 volt 3 phase stations shall be equipped with a surface mount unit as manufactured by Diversified Electronics. g. One "Seal fail" indicating light per pump of the "Push to test" type, shall be installed on the inner door to provide indication of the presence of water in the pump. A plug-in threshold relay as manufactured by Syrelec model PNR110 shall be provided for each pump to monitor the seal probe in the pump. 3.01 INSTALLATION 1. Installation shall be by others in strict accordance with the CONTRACTOR'S instructions and recommendations in the locations shown on the Drawings. Anchor bolts shall be set by others in accordance with the manufacturer's recommendations. 2. Upon completion of each station, the PUMP MANUFACTURER shall inspect the installation and submit a certificate stating that the installation of the equipment is satisfactory, and that the equipment is ready for operation. 3.03 TESTING S.S. HINGES 1. After all pumps have been completely installed, the CONTRACTOR along with the PUMP SUPPLIER shall conduct in the presence of the OWNER and the ENGINEER such tests as are necessary to indicate that the pump station conforms to the Specifications. Field tests shall include all pumps included under this Section. The CONTRACTOR shall supply all electric power, water or wastewater, labor, equipment and 'incidentals required to complete the field tests. VENT -� 2. Prior to the final test, the CONTRACTOR shall flush all influent lines to the station and then shall remove all debris and sediment that has accumulated in the station bottom. 3. The Final Acceptance Test shall demonstrate that all items of these specifications have been met by the equipment as installed and shall include, but not be limited to, the following tests: a. That the quick release lift out feature functions properly and allows the pump to be raised and lowered properly. b. That all units have been properly installed and are in correct alignment. c. That the units operate without overheating or overloading any parts and without objectionable vibration. d. That there are no mechanical defects in any of the parts. e. That the pumps can deliver the specified pressure and quantity of raw, unscreened sewage. f. That the pump sensors and controls perform satisfactorily as to control sequence; ie, correct start and stop elevations, and proper alarm level functions. 4. If the pump performance does not meet the Specifications, corrective measures shall be taken or the pumps sholl be removed and replaced with pumps which satisfy the conditions specified. A 24-hour operating period of the pumps will be required before acceptance. If a pumping station can not be put into regular service because of the lack of wastewater or discharge force mains, the station shall be "exercised" at a minimum of two times a month by the CONTRACTOR. 2°` SIZE (2-3) FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS POMP DATA CHART j0 PRIMARY PUMP CAPACITY 49.98 GPM (� PRIMARY TDH 1 1 4.87 FT SECONDARY PUMP CAPACITY 49.98 GPM SECONDARY TDH 114.87 FT ® PEAK INFLUENT FLOW RATE 49.79 GPM Q PUMP CYCLE TIME 20 MIN. 8 " INLEIT J FIELD INS ALLED tr) d- EL. �1 I O PUMP SYSTEM MANUFACTURER ABS ELEVATION CHART PUMP MODEL NO. Piranha-M46/2 R.P.M. 3450 ® TOP OF WETWELL 6.50 ([D) HORSE POWER 6.2 a0 TOP OF VALVE BOX 6.50 10 ELECTRICAL -VOLTS/PHASE 230/3 ® INLET INVERT 2.00 Q FULL LOAD F.L.A. PER PUMP AMP. F.L.A. TOTAL 15.4 © HIGH LEVEL ALARM 1.50 15.4 ® 2nd PUMP ON 1.00 ® PUMP DISCHARGE SIZE 1 -1 /4" ® 1st PUMP ON 0.50 L�4 MIN. DIA, SOLIDS ® PUMPS OFF -1.19 IMPELLER DIA. 160 mm ® BOTTOM OF WET WELL ALUMINUM ACCESS HATCH & COVER (LOCKABLE) & WATER TIGHT FIBERGLASS WET WELL TOPS AND HATCHES MUST BE GASKETED TO PREVENT LEAKAGE OF WATER INTO STATION DURING TIMES OF FLOOD. O 2" PVC DRAIN LINE W "P-TRAP" u PVC DISCHARGE LIFT STATION 2 PVC VENT W/ STAINLESS STEEL INSECT SCREEN (MUST BE SELF-SEALING DURING TIMES OF FLOOD) VENT SHALL BE LOCATED ABOVE 100 YR FLOOD ELEV 9 TOPS AND HATCHES UST BE GASKETED TO _ n PREVENT LEAKAGE OF WATER INTO STATION DURING TIMES OF FLOOD. CABLE HOLDING BRACKET FF (S.S.) SS LIF CABLE 60 " SS PUMP LIFTING BAIL CONTRACTOR INSTALL GROUT 1 .5 :1 SLOPE 7 4 3 SCH 80 PVC SCH 80 PVC UNION OR FLANGE FIBERGLASS VALVE BOX WITH LOCKABLE ALUMINUM HATCH EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. 2"0 PLUG VALVE r PVC DISCHARGE LINE FIBERGLASS VALVE BOX FRP VALVE BOX WITH ALUMINUM ACCESS COVER ( 24 " X 30 " X 30 " D) EMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. /-FIN GRADE .�/ \ N 1 11 3" MIN. 3" MIN. 3 as 0 MIN Z PR KETE INCREASER / GASKETED PIPE o A e `' I SDR 18, AWWA C 0 A .1 d A A , A PLUG VALVE i 2" SCH 80 PVC DRAIN PLUG VALVE "P-TRAP") »T» J wiw CHECK VALVE a-- CY FILL BOX AS NEEDED WITH 2 MIN. CONCRETE TO PROVIDE PROPER DRAINAGE & BALLAST - 1-1/4" SCH 80 PVC SDR-18, AWWA C905 FM - SLIDE RAILS (1=1 /4" SCH 40 AISI 304SS PIPE) - PUMP DISCHARGE WITH SEALING FLANGE - TOP EL. CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION 6.6 YD3 INVERT EL. MAKE MONOLITHIC POUR WITH BOTTOM SLAB INLET H L A EL MIN v o 0 o v v v �Ir • C C • A p G •. CONCRETE BASE SLAB AS PER �_ BASIN ANTI -FLOTATION FLANGE SPECIFICATIONS W/ # 4 REBAR 18" O.C. LIFT STATION SECTION NOTE: PANEL AND ELECTRICAL COMPONENTS MUST INSTALLED ABOVE 100 YR FLOOD ELEV 9.0 SWITCH DISCONNECT NOTE: 100YR FLOOD ELEVATION IS 6.0'. THE CONTROL PANEL ELECTRIC METER (CONTTOR TOP OF THE WET WELL AND VALVE VAULT LOCATE) SHALL BE SET AT 6.50', GENERATOR RECEPTOR LIGHTNING ARRESTOR TO MATCH COUNTY STANDARDS _ - - FIELD MOUNTED BY 0 ELECTRICIAN UNISTRUT (OR EQ.) (S.S. OR ALUM) SEAL OFFS - (2") --- -- -- - -- - -- (2)- 2" CONDUITS REQ'D FOR 2 HP PUMPS (3)- 2" CONDUITS REQ'D FOR 3 HP AND 3/4 HOSE BIBB ---�� LARGER PUMPS WATER LEVEL CONTROL 3 4 GALV RISER / - TO PUMP NO. 1 bo .- TO PUMP NO. 2 SLEEVE REQUIRED ----`- 2" S.S. OR ALUM. POSTS GRADE WITH MATCHING RAIN CAPS CONC. SLAB 48"Lx12"Wx10"D TO WATER SUPPLY OR CONC. AROUND POSTS GROUND ROD 12" Z x 24 "DEEP �TO NOTE: NOTE: SERVICE LOCATION MINIMUM VERTICAL AND HORIZONTAL SEPARATION REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER (VERIFY W/POWER CO.) WHERE POTABLE WATER AND SANITARY SEWER MAINS CROSS WITH LESS TO BE INSTALLED IN WATER SUPPLY LINE TO LIFT STATION FEBCO MODEL #825Y OAE" THAN EIGHTEEN (18") INCHES OF VERTICAL CLEARANCE OR WHERE THE SEWER MAIN IS ABOVE THE WATER MAIN, THE SEWER MAIN SHALL BE ENCASED WITH CONCRETE OR ENCLOSED IN A WATER TIGHT CARRIER PIPE, OR UPGRADED TO DUCTILE IRON PIPE OR PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) FORA MINIMUM LENGTH OF TWENTY (20') FEET, CENTERED ON THE POINT OF ELECTRICAL RISER CROSSING. A MINIMUM HORIZONTAL SEPARATION OF TEN (10') FEET (EDGE TO EDGE) BETWEEN POTABLE WATER MAINS AND SEWER MAINS SHALL BE MAINTAINED WHEN AT ALL POSSIBLE. WHEN THE 10-FOOT HORIZONTAL SEPARATION CANNOT BE MAINTAINED THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF AT LEAST 18" ABOVE THE SEWAGE MAIN. ALTERNATIVELY, THE SEWER MAIN SHALL- BE ENCASED WITH CONCRETE OR ENCLOSED IN A WATER TIGHT CARRIER PIPE, OR UPGRADED TO DUCTILE IRON PIPE OR PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 OR C-905 THE ENGINEER OF RECORD SHALL NOTIFY THE SPECIFICATION) AND PRESSURE TESTED. COUNTY INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START-UP TO ALLOW FOR A FINAL INSPECTION. _ 2ND PUMP ON EL. _ 1ST PUMP ON EL. PUMPS OFF EL. d BOTTOM EL. 0 ® SEE ELEVATION CHART FOR O THRU LEVEL CONTROL DIAGRAM 48 HOURS BEFORE DIGGING CALL TOLL FREE/� 1 800 -4 70 SUNSHINE STATE ONE fiL OF FLORIDA, INC. INIMId-ItO1(0 • • �e O M UJ CC+1 h 1 Z O 0 W 0 c�1 O h L w P s U) W Z X m OIL D O Ix • w • I0, LL SHEET �' 7 OF 7. 01-464