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HomeMy WebLinkAbout1989 - Site PlanLOT 11 4- --EXISTING FIRE HYDRANT P ASSEMBLY LOCATION B LOCK 185 o� v,P O p +P Q� �� vP L01 10 Q- Q BLOCK 185 VALVE AND PLUG G G � u Gj Q EXISTING 6' GATE �, �Q J _ REMOVE PLUG AND INSTALL PROPOSED 6"4 PVC WATERMAIN 1 2" - PROPOSED SAMPLE POINT # 1 00 f OD SEE DETAIL SHEET 3 OF 5 ��0 ��4 6 L 0 T 9 BLOCK 185 i SITE INFORMATION w w�� J O � a ,�OP�p ��P� �O O�`��\P WEST LINE (.OWNER OF LOT 12 MR. RIC HARDN FEBL RR SES � W `-C MR. / P.O. BOX 8309 VERO BEACH, FLORIDA 32961 J / � 561-388-5501 P P J�v o4�QP % BLOCK 8185 SURVEYOR O Q 4 rl1 SMITH SURVEYING AND MAPPING, INC. / 1400 PALM BAY ROAD, N.E. 40QF, O�O� / O� ) PALM BAY, FLORIDA 32905 QOP 561-589-3228 lb NG' tc4 LOCATION N � Imo" C f��, <v o � ��� �� � � ZONING C- 512 LOT 7 LAND USE l Q > /j BLOCK 185 COMMERCIAL UTILITY NOTES ��< O� �'� �% SITE DATA SITE AREA 26,644 SF = 0.61 Ac = 100.0% 1. ALL UTILITY CONSTRUCTION SHALL BE PER INDIAN RIVER ! P A§ / BUILDING AREA (1ST FL. ONLY) = 5,100 SF = 0.12 Ac = 19.1 % COUNTY UTILITY STANDARDS j3 / O Q� j J CONCRETE AREA = 585 SF = 0.01 Ac = 2.2% \ ^, PAVEMENT AREA = 11,286 SF = 0.26 Ac = 42.4% 2. A PRE CONSTRUCTION MEETING SHALL BE COORDINATED BY �� Q�� TOTAL IMPERVIOUS AREA = 16,971 SF = 0.39 Ac = 63.7% THE UTILITY CONTRACTOR 48 HOURS (MIN.) PRIOR TO THE / / TOTAL OPEN AREA = 9673 SF = 0.22 Ac COMMENCEMENT OF CONSTRUCTION WITH INDIAN RIVER COUNTY 4 = 36.3% LOT 6 BUILDING HEIGHT UTILITIES AND ENGINEER OF RECORD. `Z BLOCK 185 EAVE HEIGHT = 22' 3. INDIAN RIVER COUNTY AND THE ENGINEER MUST BE PRESENT 3�, PROPOSED 450 LF OF PARKING DATA �, FOR ALL SYSTEM TIE-INS, PRESSURE TESTING AND DISINFECTION. / Q P 6" 0 PVC WATERMAIN 4. CONTRACTOR IS RESPONSIBLE FOR RECORD DRAWING AND 36" MINIMUM COVER PARKING REQUIRED = 1 SPACE/200 SF (5,600 SF) = 28 SPACES �/ O�Q- ��'` ALL TESTING PER F.D-E.P. AND INDIAN RIVER COUNTY. O Q 1 (1ST AND 2ND FLOORS) o PARKING PROVIDED = 28 SPACES (22 STANDARD, 4 COMPACT AND 2 HANDICAPPED) 30" RI-1 STOP SIGN 2 WIDE STOP BAR LOT 5 CONS i RUCTION SCHEDULE PAINTED WHITE BLOCK 185 START CONSTRUCTION AUGUST 1999 25'R 1F PROPOSED 140 LF OF 4 ry END CONSTRUCTION JANUARY 2000 4, �' 2"05 PVC FORCEMAIN PERMITS REQUIRED NOTE: s� CITY OF SEBASTIAN SITE PLAN APPROVAL v1 G O ! O \ PROPOSED FUTURE CONNECTION Al INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT t�0 c�k TO ADJACENT SITE F�� INDIAN RIVER COUNTY UTILITY PERMIT 23 O c� R �O ��°� F.D.E.P. WASTEWATER CONNECTION PERMIT' LOT 4 h 4Q) S.J.R.W.M.D. 40C-42 DISCHARGE PERMIT ` BLOCK 185 �� oe ti FLOOD ZONE j Al QUO} \� 23.50 \ ��Jo ��' a4�w�' LANDSCAPE LEGENDTHESUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X' �P Q PER F.I.R.M. PANEL No. 12061CO078 E DATED MAY 4 P O , 1989. 3.20 PROPOSED LOCATION OF LIVE OAK TREE (7) 1- DAHOON HOLLY (6) `4 LIFT STATION, VALVE PITSURVEY BENCHMARK ------------_ J� , O 6' {! n -� AND CONTROL PANEL TBM 1-4, ELEVATION 2.1.8n' N.G.V.D. 1929 DATUM, o a A TOP EL. 23.50' TOP OF IRON ROD 17 6O VIBURNUM HEDGE # 61 AT P.C. / �� BOTTLE BRUSH (4)V I� �' " OF T.B.M. TOP_ OF ROD L T 0 01 �0 ELEV. 21.84 �, - o a F `� L/0;, 1 WATER SOURCE 18 =�O ROUTE ROOF DRAINAGE TO / � / INDIAN RIVER COUNTY UTILITIES WATER MAIN 23, t ' J PROPOSED RETENTION AREA y 'U ` VIA ROOF DRAINS AND DOWNS P UTS / WASTEWATER SOURCE y XL°LANDSCAPE NOTES INDIAN RIVER COUNTY UTILITIES FORCEMAIN o 3. ' li O 'C7� ^y° / 1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE TAX PARCEL I.D. NUMBER(S) 185 O' 1 APPLICABLE PROVISIONS OF THE INDIAN RIVER COUNTY LDR'S. - 8 k, / �� ^ 13-31-38-00002-1850--00000.1 TRAFFIC SIGNAL OhQ 3.50 QO ° 13-31-38-00002-1850-00001 .0 CONTROL BOXES °� / h x�°cr V f `� 3. / \ o y / 2. ALI_ PLANTING BEDS SHALL BE FULLY MULCtiE.) TO A DEPTH OF 3" �� ,�?�� �J`' WITH A BARK OR SHREDDED ORGANIC MATERIAL MULCH. 13-31-38--00002-1850-00003.0 p j pn 13- 31-38-00002-1850-00003.0 s O 50 �p 3.70 1'6. ^� ��' rn rn 5 R /. 3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN tiL r �' P ti 4>" �' ! q \ Q ` AUTOMATIC SPRINKLER SYSTEM. SITE ADDRESS a r \ ry yiJ \ h tY o t">� �+` �9'� �� \ 5 512 4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES T CO O 20 AND/OR SHRUBS SHALL BE FULLY SODDED. SEBASIAN, FLORIDA 32958 / ryL tit )DO '�, A my BLOCK 8�0 ti° 3:50 / S�, .O� 6 5. ALL. LANDSCAPING MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER LEGAL DESCRIPTION A9. S� 0Q' \ BLOCK 185 IN QUALITY AND FREE FROM ALL INSECTS, DI EASE AND PESTS. ti LOTS 1 ,2,3 AND TRACT B, BLOCK 185, SEBASTIAN HIGHLANDS 2`317, F 3.40 f WELL / UNIT 8, PLAT BOOK 6, PAGE 1 1, INDIAN RIVER COUNTY, FLORIDA, 60O R 1R NI G 1CA N ' f ry� o y / 24"X 28" R.C.P.AV j v on cl �+ cw,. wt �,w WELL M� J -APPROX. UNDERGROUND \O gip° FIBEROPTIC CABLE NOTE: --- EXCAVATE E LOT 30 TO ELEVATI( CLEAN SAN[ BLOCK 185 SHALL INSP PROPOSED / TOP OF BAI BOTTOM EL. ---PROPOSED FIRE HYDRANT ASSEMBLY LOCATION SEE DETAIL SHEET 3 OF 5 XEDE 6" GATE VALVE W/ PLUG, FF AND SAMPLE POINT #2 IL SHEET 3 OF 5 �6LUk_r\ IO:J ~ - I SITE PILAN LANDSCAPE DATA 1. TREES ALONG C.R. 512 - 1 TREE/35 LF (195 LF) = 5.6 TREES 2. TREES ALONG SOUTH PROPERTY LINE = 1 TREE/50 LF 4'4 145 LF) = 2.9 TREES 3, TREES ALONG EAST PROPERTY LINE = 1 TREE/50 LF 1,65 LF) = 1.3 TREES 4. INTERIOR LANDSCAPING = 28 SPACES(10 SF/SPACE) (1 TREE/ 100 SF) = 2.8 TREES 5. NON -VEHICULAR OPEN SPACE = 1 TREE/2,500 SF (9,673 SF) = 3-9 TREES 6. TOTALS TOTAL TREES REQUIRED = 17 TREES TOTAL TREES PROVIDED = 17 TREES o M _I J m rz c Q Q Q Q tt� ct 7- 0 as N ui 0 z i uj r� z a p LO u- �= � t 3 o a3 Q < 0 't cli L 0 �D �C) AU6 0 1g99 _. C� 0 i DRAINAGE STRUCTURE SCHEDULE ...INVERT ELEVATIONS STRUCTURE-1 TOP BOTTOM NUMBER' ELEV NORTH SOUTH EAST WEST ELEV DESCRIPTION 0 23.00 20.90 20.40 TYPE "C" CATCH BASIN n 0 23.00 20.70 20.70 20.70 20.20 TYPE "C" CATCH BASIN -T - - 21,50 MITERED END SECTION ® I 21.50 - MITERED END SECTION MITERED END SECTION ©_ 18.20 -18.00 MITERED END SECTION �7 23.35 19.00 18.50 MODIFIED TYPE "C" CATCH BASIN ` CONTROL STRUCTURE - 18.00 MITERED END SECTION I -- f IZ- Lj O G� W Z <t 0 SFIEE.T OF 99_31.3 ON5TRUCT 6" GOQUINA OR IMF_ ROCK DA5E COMPACTED O `16% MAX. DRY DEN51l Y R AA511TO T - 180 METHOD, DR 100 `-5TADILIZED 5UDGRADE MIN. DEPTH OF f3', COMPACTED TO `187. MAX. DRY DENSITY PER AA5HTO T - 180 METHOD, MIN. FDV 50 P5f. FLEXIBLE PAVEMENT SECTION N.T.S. SAW -CUT AND TACK GOAT EX 15T ING EDGE EXISTING A5PHALT PROPOSED A5PHALT PAVEMEN T --------------- EXI5TIN6 DA5E PROP05ED E3A5E EX 15T ING 5UD - GRADE PROPO5ED 5U5 - GRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T.S. - 5" UNPEINFOPGED GONGPETE (F'G=.3000 P.5.0 a e ._a � p a $ a a �6" 5TAOIL IZED 5U5 - (SPADE F13V OF 50 P.5.1. GOMPAGTED TO 98Z MAX. DPY DEN51TY PER AA5HTO T - I80 METHOD CONCRETE PAVEMENT SECTION N75 (ALTERNATE) MATCH EX15TING GRADE 5AW -GUT EXI5TIN6 A5PHALT AT SAW -GUT EX I5T ING PROP05ED A5PHALT CONCRETE PAVEMENT 5TADILIZED 5UDGRADE PAVEMENT SAW -CUT AND BUTT JOINT N.T,S, (ALTERNATE) 4'-5" 3.-4., 2'-0' FINISHED GRAPE ISOOOEO 5WALEi `ro -� - H.S. 20 xxxx xxx TRAFFIC GRATE W 5EE PLAN j FOR PIPE 51ZE GRATE 5EE DRAINAGE PLANS FOP. ELEV. i COMPACTED SUBGRADE PLAN SECT ION 12" GRAVEL SUMP n PRE -CAST TYPE "C" CATCH BASIN N.T.S. 6" 3, 0" 6.. 1. s C 1 r- Ic :OL 5TRUGTURE IED TYPE C' INLET 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 SLSETTING TILAYER BACK( LL.PANT NGPITW D HSHA L BTWICE COMPACTED THE -.I I DIAMETER OF ROOT BALL Iili=�IIII��IIIII_-1I -iI 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. 1J - 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 BAIL. PLANTING PIT WIDTH SHALL BE TWICE THE DIAMETER FOR ROOT BALLS 2' AND UNDER OR 2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2': 4 t rx. BACKFILL AROUND ROOT BALL BY MiXING 1/3 Ifj!It PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL f� IIiII IIIII=IIIII__=IIII �I PLANE TOP OF ROOT BALL EVEN WITH FINISHED GRAD ) P= I i I- PLACE ROOT BALL AT BOTTOM OF PLANTING PIT ON UNDISTURBED SUBGRADE SHRUB GROUNDCOVER PLANTING DETAIL `Q\� N.T.S. Y °'+�' PROPER fY LINE ltw 4' 9' _ VARIF_5 q' - RETE T10N 5 AL FULLY 50D I3PROP. DLDG. MATCH EXf56 TiNGRACE 23.5 . F.F. EL. ° 23.75 AT PROPERTY LINE -- V I -- - - - - 3 3 ------ 3 21.5 GRATE EL.= 23.3�i SECT ION PLAN ALUMINUM POLLUTION RETARDANT RAFFLE ATTACHED TO DA51N W/ 5/8" � 5TANLE55 5TEEL MA50NRY DOLT5 AT 6" O.G. AND SEALED WITH RAM - NEK TOP EL. - 23.35' DOTTOM EL. - 22.60 CONTROL STRUCTURE PRE -CAST MODiFIED TYPE 'C' CATCH BASIN N.T.S. �^ I rn HANOI GAPPE PARKING SIGN PER FTP-25 2 PARKP99 PY 01"MLrD PfF,RVIT 04LY �- WHITE ��l FTP-25 L5J-12 MIN. PERPENDICULAR NOTES: 1. TOP PORTION OF FTP 25 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION S14ALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3, FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. 4. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF IT ONLY" T T THE "PERM O L SIGN OR 6 FEE 0 E BOTTOM OF 3250 FiNE" SIGN. HANDICAPPED D PARKING DETAiL, NTS rri Y LINE GENERAL NOTES �1 ER05ION AND 5EDIMENTATION CONTROL NOTE5 1. CONTRACTOR 15 RE5PON5IDLE FOR CHECKING ACTUAL. 51TE CON5TRUCTION AGTIVITIE5 CAN RESULT IN THE GENERATION OF 51GNIFIGALT C,ONDITION5 DEFORE STARTING CONSTRUCTION. AMOUNTS OF POLLUTANT5 WHICH MAY REACH 5URFAGE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF 5URFAGE WATER5 15 5EDIMENT DUE TO 2. ANY DISCREPANCIES ON THE DRAWINGS 5HALL SE rROUGH"T TO THE ER0510N. EXCE551VE QUANTITIE5 OF 5EDIMENT WHICH REACH WATER 60DIE5 ATTENTION OF THE ENGINEER DEFORE GOMMENGING WORK. OF FLOODPLAIN5 HAVE DEEN 5HOWN TO ADVERSELY AFFECT THEIR PHY5ICAL DIOLOGICAL AND CHEMICAL PROPERTIE5. TRAN5PORTED 5EDIMENT CAN 3. CONTRACTOR 5HALL ODTAIN ALL REQUIRED DUILDING PERMITS OD5TRUC T STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF WATER 6ODIE5 DEFORE GOMMENCIN67 WORK. OF FLOODPLAIN5, REDUCE THE DE51G1\1 CAPACITY OF CULVERT5 AND OTHER WORK5, AND ELIMINATE DENTHIC INVERTEDRATE5 AND F15H 5PAWNING 4. CONTRACTOR 511ALL DE RE5PON51DLE FOR LOCATION OF ALL 5UD5TRATE5 6Y SILTATION. EXCE551VE 5U5PENDED 5EDIMENT5 REDUCE EXISTING UTIL_ITIE5, THE CONTRACTOR 5HALL GONTACT ALL LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY. CONCERNED UTIL_ITIE5 AT LEA5T 48 HOUR5 IN ADVANCE FOR CON5TRUCTION OPERATIONS. MINIMUM 5TANDARD5 5. NO FIELD CHANGES OR DEVIATION5 FROM DESIGN TO DE MADE 1. 5EDIMENT DA51N AND TRAP5, PERIMETER DIKES, 5EDIMENT DARRIER5 WITHOUT PRIOR APPROVAL OF THE ENGINEER. AND OTHER MEA5URE5 INTENDED TO TRAP 5EDIMENT SHALL DE CON5TRUCTED A5 A FIR5T 51EF IN ANY LAND-C)15TRISUTING ACTIVITY N 6. ALL CONSTRUCTION 5HALL DE COMPLETED IN ACCORDANCE WITH THE AND 511ALL DE MADE FUNCTIONAL BEFORE UN5LOPE LAND D15TURDANCE APPLICADLE ORDINANCES OF INDIAN RIVER COUNTY, FLORIDA. TAKE5 PLACE. 7 DOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED DY SMITH 2. ALL 5EDIMENT CONTROL MEA5URE5 ARE TO DE ADJU5TED, TO MEET FIELD rn z 5URVEYIN& AND MAPPING, ING.; DATED 6/22/99 ALL ELEVATION5 CONDITIONS AT THE TIME OF CON5TRUCTION AND DE CON5TRUCTED ARE PER BENCHMARK REFERENCED ON TH15 SURVEY, PRIOR TO ANY GRADING OR D15TURDANCE OF EXISTING 5URFAGE O MATERIAL ON DALANCE OF SITE. PERIMETER 5EDIMENT DARRIER5 _o 8. REFER TO 50(LS REPORT PREPARED DY KSM ENGINEERING AND 5HALL. DE N T GTE T PRE I GO 5 RU D O VENT 5EDIMENT OR TRASH FROM FLOWING I :2i m :E J cn TESTING, INC., DATED 6/29/99 FOR EXISTING 501L CONDITION5. OR FLOATING ON TO ADJACENT PROPERTIE5. rn I :�E --I D U7 9. CONTRACTOR 5HALL SUPPLY DEN5ITY TE5T5 TO ENGINEER ON ALL 3. PERMANENT OR TEMPORARY SOIL 5TADILIZATION 5HALL SE APPLIED TO 5UD - GRADE AND SA5E. T E5T5 5HALL DE PREPARED PER A51-ITO T - DENUDED AREA5 WITHIN SEVEN DAY5 AFTER FINAL GRADE 15 REACHED 180 METHOD. ON ANY PORTION OF THE 5ITE, TEMPORARY 501L 5TASILIZATION 5HALL- DE APPLIED WITHIN 5EVEN DAY5 TO DENUDED AREA5 THAT MAY LU LU 10 5LOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT NOT DE AT FINAL GRADE DUT WILL REMAIN UNDI5TURDED FOR LONGER Q PROPERTY LINE. THAN 30 DAY5. PERMANENT 5TADILIZATION 5HALL DE APPLIED TO "THAT AREAS ARE TO DE LEFT UNDI5TURDED FOR MORE THAN ONE YEAR. -5 G U D H. ENGINEER 5HALL DE NOTIFIED AT LEA5T 48 HOUR5 IN ADVANCE FOR ANY (N5PECTION. 4. DURING CONSTRUCTION OF THE PROJECT, 501L 5TOCKPILE5 SHALL DE 5TADILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEA5URE5. THE 12. CONCRETE PAVEMENT ALTERNATE_ 5HALL DE PROVIDED WITH APPLICANT 15 RE5PON515LE FOR THE TEMPORARY PROTECTION AND CONTRACTION JOINT5 (20' MAXIMUM SPACING) WITH 1-1/2" DEPTH. PERMANENT 5TA51L-IZATION OF ALL 501L 5TOGKPILE5 ON SITE A5 WELL A5 501L INTENTIONALLY TRANSPORTED FROM THE PROJECT 5ITE. 13. CONCRETE PAVEMENT ALTERNATE SHALL DE PROVIDED WITH A P16MENTED LIQUID MEMDRANE CURING COMPOUND CONFORMING TO THE 5. A PERMANENT VEGETATIVE GOVER SHALL DE E5TADLI5HED ON DENUDED REQUIREMENT5 OF A5TM DE516NATION (309). AREA5 NOT OTHERWI5E PERMANENTLY 5TADILIZED, PERMANENT VEGETATION SHALL NOT DE CONSIDERED E5TADL15HEC) UNTIL A GROUND 14, ALL TRAFFIC CONTROL DEVIGE5 5HALL SE IN ACCORDANCE WITH COVER 15 ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, 15 M.U.T.G,C). 5TANDARD5, UNIFORM, MATURE ENOUGH TO 5URVIVE AND WILL INHIDIT EROSION, W O 15. ALL CON5TRUCTION 5HALL DE IN ACCORDANCE WITH THE FLORIDA 6. 5TADILIZATION MEASURES 5HALL SE APPLIED TO EARTHEN 5TRUCTURE5 DEPARTMENT OF TRANSPORTATION "5TANDARD 5PECIFICATION5 FOR 5UGH A5 DAM5, DIKE5 AND DIVERSIONS IMMEDIATELY AFTER w ROAD AND DRIDGE CONSTRUCTION", DATED 1994. INSTALLATION. Q P j = < 0 ID ' 1 16. ALL PARKING SPADE MARKINGS, WITH THE EXCEPTION OF THE 7. 5URFAGE RUNOFF FROM D15TURSED AREA5 THAT 15 COMPRI5ED OF FLOW 3 > ix t�D HANDICAPPED PARKING 5PACE5, SHALL DE MARKED IN WHITE FROM DRAINAGE AREA5 GREATER THAN OR EQUAL TO THREE ACRES SHALL O z 0 LO r* RETRO-REFLECTIVE TRAFFIC PAINT AND iN ACCORDANCE WITH THE 5E CONTROLLED DY A SEDIMENT DA51N, THE 5EDIMENT SA51N 5HALL F- U. �- FLORIDA DEPARTMENT OF TRAN5PORTATION (F.D.O.T.) 5TANDARD 5E DE5IGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED Lo 5PECIFICATION5 FOR ROAD AND DRIDGE GON5TRUCTION, 1994, SECTION 710. 5EDIMENT LOADING FROM THE LAND-D15TURDING ACTIVITY. THE OUTFALL DEVICE OR 5Y5TEM DE516N 5HALL TAKE INTO ACCOUNT THE a " 17. ALL HANDICAP PARKING 5PAGE5 5HALL DE PROPERLY SIGNED AND MARKED TOTAL DRAINAGE AREA FLOWING THROUGH THE D15TURDED AREA TO DE zto 0 IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC; DE51GN 5TANDARD5 5ERVED DY THE DA51N. p �a < INDEX NO. 17346. 0 q 8. AFTER ANY SIGNIFICANT RAINFALL, 5EDIMENT CONTROL 5TRUCTURE5 18. ALL PARKING 5TR1PE5 WITH THE EXCEPTION OF HANDICAPPED WILL f5E I1\15PECTED FOR INTEGRITY. ANY DAMAGED DEVIGE5 5HALL 5E > 5PAGE5 5HALL DE 4" WIDE, WHITE REFLECTIVE TRAFFIC PAINT. CORRECTED IMMEDIATELY. 19. ALL COMPACT 5PAGE5 511ALL DE MARKED "COMPACT" ON THE 5TALL 9. CONCENTRATED RUNOFF 5HALL NOT FLOW DOWN CUT OR FILL 5LOPE5 00 OR TIRE 5TOP. UNLE55 CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE, 10. WHENEVER WATER SEEPS FROM A 5LOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL SE PROVIDED, - 111ECT ION OP- 11. SEDIMENT WILL DE PREVENTED FROM ENTERING ANY STORM DRAIN FA6RIG--� 5Y5TEM, DITCH OR CHANNEL. ALL STORM SEWER INLET5 THAT ARE _I MADE OPERADLE DURING G0N5TRUCT ION SHALL 5E PROTECTED 50 ` THAT t" - tII- -I I-- - - - DACKFiL -- 5ILTDARRIER (FASR IC FENCE,I 5EDIMENT-LADEN WATER CANNOT ENTER THE_CONVEYANCE 5Y5TEM . WiTHOUT FIK5T BEING FILTERED OR OTHEKWI5E TREATED TO REMOVE T1 I I= IT -II - 5EDIMENT. TRENCH IlI I TOE IN FLAB -t 12. DEFORE TEMPORARY OR NEWLY CON5TRUCTED 5TORMWATER CONVEYANCE CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND SODDED 51 OP ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING 5HALL DE - MATCH EXISTING GRADE - - INSTALLED IN DOTH THE CONVEYANCE CHANNEL AND RECEIVING i AT PROPERTY LINE =1 I f=1 EXISTiNI, GRADE CHANNEL. 13. WHEN WORK IN A LIVE WATERCOUR5E 15 a PERFORMED PRECAUTION5 DIMENSIONS & OUAN 7171E 5 REMARKS D X A 6 C E F. G AI N GRATE SIZES CONCRETE (Cu. Yds.) S000ING (Sq. Yds.) Single Pipe Double Pipe Triple Pipe Ouod. Pipe Standard Weight Pipe Extra Strong Pipe SIngle Pipe Double Pipe 7r1ple Pipe tArod. Pipe Single Pipe Doubte Plpe Triple Plpe ouod: Pipe 8" _ !0" ------ 12" _f_ 0 . -- 2'-4" _2.5' 2.5' - 2.5' 0.72 _ 1 ..34' - ----- 2.06' _ J. _ - 3.84' 0.7_ I .3 -- 4.0'_ .0' - 5-- - 0.58'_, 0. !' - 8 L00' 3.75' _ 3.9e' _ " 5.75' _ _ 6A8' 7.75' 9.75'__ f 04, 0.52 aw ------ 0.99 ------ 1.09 1.22 -- -- 1.34 ------ 1.48 1.54 -------- t .70 ------ 1:88 7 --------------------- 7 ----- 7 8 8 ----. _--- 8 8 9 --------- !0 9 IO ._-._ _.__.... - N These sizes are restricted to inlet and outlet treatment for / r w mo . ement systems or similarapplications. water nag Y a _ __ 8 25'_ 8.75' _ fO.4l' - - ---- - l .:-- �=� - ------------ -- -- - --- _ _------ ---- 0.64 - -- 0.68 4.56' 2.0' 6.0' 4.08' 6.42' ILOB' 1.04' 15" 2' 7" 2.5' _ 2.5' 2.5' 2.5 2.5' 3.09' 4.12 6.18 8.25' 5.59' 6 62' 3.0' 4.0' 7.0' 8 0' 1.23' l 1' - .4 4.33' 4 58' _ 6.92' 7 42' 9.50, -- I 0.25' I1,92' _ 14.08' _ /6.25'.. _ 20.58' _22.92' _ 25.08' 1208' l 3 08 S 33 18 33 , 2 33' _24.58' 1.04, 1,04 3 0.64 - 0 69 - 083 0.96 1.00 - 109 1.34 1.63 1.35 - 1 49 1.82 - _ 2.32 - 1.71 189 - _ _ _ 2.34 2.99 _ 8 _-- 9 !0 !! 9 - - IO /l /3 /0 - - 7J 13 15 It - -- - - -12 �- 14 17 -- 18" 24 3d --42"6_-0=_ 48 59'7 60 t 2 0' 3 5 _ , 3' _6 3' tY' 868' 6.0' 8.0' ro 0'_-_ 120 1.73' 2.00, 5.08' 5.56, 8 50` 9.83'-_ 1.04 _ T:04'_ _ 2 " _ 10.75' 10.31, -12.81' 10.0' 12.0' 14.0'-- 16.0` - 2.94' 2.45'_ - 6.06' _ 6.56'_ 11.17' - _ 12.58'16.58' _ 13.83' _ /5.25 16.56' 1.04' - --"---- - -2 ---- _ _ _ - - 3 -- ` ---- - 1.03 _ 1.20_ ---- _ 1.92 _ 2.26 --- 2.77 - - -- - 3.62 - -f2 --- _14 - --- - -- --19 _ 2_5'-- 2.5' _ 2.5' _ 2.5' -122.37'-,_14.87 __l4.43'__ 16.49' 18.55' 1.04'_-- --2 __-_-- • 3 3.34 4.61 L /6 18 21 __ 16.93' _ I8.99' 14.0' _ 16.0' 18.0' 20.0'_ _ 2.fi5' _ 2.83' 7.08' _ - 7.58' _ 8.06' _21 33' 3058' 33.58' _LO4' 1.04' 1.04' 2 3" _- 3" _ - 4" 4" 1.60 - L76 1.94 " 3.!! -- 3.56 4.03 4 62 --- - 5.34 6 /2 --- 7./4 l4 - --- l5 17 17 20 23 _ 19 - - 26- 2J.05' 18.0' 99.0' 3.00, 6.12 6.20 i7 - _ -20 _22 24 26 Rerolled End Required _ -T 4 - �, Helical C Le\ to n Joint Permitted 1---- - - N SodBeveled Or Round Corners ;� _ �/ '•s- Grote I \\ Fastener -- ---- " - Concrete Slob, 3" Thick, Reinforced With WWF 6x6-WI.4x Wl.4 w TOP VIEW -SINGLE PIPE *Slopei To € Pipe For Pipe 18" And Smaller 2:1 For Pipe 24" And Larger SECTION MITERED D SECTION F" .O.T_ INDEX NO. 273, lo Joint Permitted j Sod - r 5FIAL-L SE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL 5EDIMENT TRANSPORT AND 5TAD IL IZE THE WORK AREA TO THE GREATEST EXTENT P05515LE DURING CON5TRUCTION. NONERODIDLE MATERIAL SHALL SE TOE OF 5LOP U5ED FOR THE CON5TRUCTION OF CAU5EWAY5 AND COFFERDAMS EARTHEN FILL MAY DE U5ED FOR THR5E STRUCTURES IF ARMORED "SY -+ VAR1E5 NONERODIDLE COVER MATERIALS. X, --- p c� p 14. WHEN A LIVE WA"TERCOURSE MUST DE GROSSED DY CONSTRUCTION FAD I, 11/� FENCE J I L T D A K K I E F, VEH ICLE5, A TEMPORARY STREAM GRO551NG GON5TRUCTED OF NONERODIDLE MATERIAL SHALL DE PROVIDED. -- 15, THE DEC) AND 5ANK5 OF A WATERCOUR5E 5HALL DE 5TADILIZED IMMEDIATELY AFTER WORK IN THE WATERGOUR5E 15 COMPLETED. NIK 16. PERIODIC IN5PECTION AND MAINTENANCE OF ALL 5EDIMENT CONTROL 1�-- 5TRUGTURE5 MU5T DE PROVIDED TO ENSURE INTENDED PURP05E 15 ANCHOR DALE5 WITH TWO (2) ACCOMPLI5HED. THE DEVELOPER, OWNER AND/OR CONTRACTOR 5HALL SE - EACH DALE 5EDIMENT THROUGH CONTINUASED MENTLLY CONTROLO MEA5URE5 OR ALL 5HALL DEIN5EDIMENT WORK WORKING CONDITION ATTY. HE END OF EACH WORKING DAY. ��� -` ��� ��� �� _� 17. UNDERGROUND UTILITY LINE5 5HALL DE IN5TALLED IN ACCORDANCE ��`� WITH THE FOLLOWING 5TANDARD5 IN ADDITION TO OTHER APPLICADLE CRITERIA' A t\In AA!'1PG Tl-IAM frl(1 I It\IC AP CCCT /lC TPcnir u non V AT 4 \r/{\qw i %i� Sri ,. ONE TIME. Srr\fi�� D. EXCAVATED MATERIAL 5HALL SE PLACED ON THE UPHILL SIDE OF TRENGHE5. f5ALED HAY S 1 LT - DAP F I ER C. EFFLUENT FROM DEWATERING OPERATIONS 5HALL DE FILTERED OR PA55ED THROUGH AN APPROVED 5EDIMENT TRAPPING DEVICE, OR Uj 50TH, AND 015CHARGES IN A MANNER THAT DOE5 NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-5ITE PROPERTY. PEI� I METES E(�C�S I ON AND QED i MENT CON� P OL LJ D. RE5TADILIZATION 5HALL DE AGCOMPLI5HED 1N ACCORDANCE WITH THESE RE6ULATION5. NOTES 18. WHERE GON5TRUCTION VEHICLE AGGE55 ROUTES INTERSE T PAVED D is GONTPAG'TOR IS REQUIRED TO PREVENT ANY 5EDIMENT TRANSPORT FROM THE PROJECT PUBLIC ROADS, PROVISIONS 5HALL DE MADE. TO MINIMIZE THE. Y IN TA 1 T- N T ADJACENT PR PE T LLAT N f EITHER 51 C O Ofl R 5 O O E ER DALE D HAY R A I FENCE O F DR G NCE TRANSPORT OF 5EDIMENT DY TRACKING ONTO THE PAVED 5URFAGE, PT H A T .TYPE SILT BARRIER 15 ACCE ABLE. T E D PRIER MU5 REMAIN IN r PLACE UNTIL- UPLAND L �E U T WHERE I N SED ME T IS T RTE RANSP O D ONTO O A PUBLIC ROAD 5URFAGE WITH VEGETATION 15 F_5TA131-I5HE. UR55 AND UTTER THE ROAD S C G 5, O D _HALL DE GLEANED THOROUGHLY AT THE Q 2. DEFORE PEMOVINC7 SILT DARRIER, CONTRACTOR 5HALL COLLECT AND DISPOSE OF ANY - END OF EACH DAY. SEDIMENT SHALL DE REMOVED FROM THE ROADS DY ACCUMUL-ATED SILT. SHOVELING OR SWEEPING AND TRANSPORTED TO A 5EDIMENT CONTROL O D15PO5AL AREA. STREET WASHING 5HALL DE ALLOWED ONLY AFTER i 5 I LT FENCE DETAIL SEDIMENT 15 REMOVED IN TH15 MANNER. TH15 PROV151ON 5HALL I' -N.T.S. APPLY TO INDIVIDUAL 5U5DIV151ON L015 A5 WELL A5 TO LARGER _ LAND-D15TRIDUTING ACTIVITIES. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL 5E REMOVED WITHIN 30 DAY5 AFTER FINAL 5ITE 5TAE51LIZ_ATION OR AFTER THE TEMPORARY MEA5URE5 ARE NO LONGER NEEDED, IN THE OPINION OF _ THE REVIEWER. D15TUR5ED 501L AREA5 RESULTING FROM THE C)15PO51TION OF TEMPORARY MEA5URE5 5HALL DE PERMANENTLY 5TADILIZ-ED TO PREVENT FURTHER ER05ION AND 5EDIMENTATION. _ 20. PKOPERTIE5 AND WATERWAYS DOWN5TREAM FROM GON5TRUCTION 5ITE -{ALL F _ SF DE PROTECTED FROM 5EDIMENT DISPOSITION AND EROSION. PROJECTS 21. PHA5ED 5HOULD SE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHA5E. --R 22. ER05ION CONTROL DE516N AND GON5TRUCTION SHALL FOLLOW THE KEQUiREMENT5 IN INDEX NO5 101, 102 AND 103 OF FDOT ROADWAY _ AND TRAFFIC, DE516N 5TANDARD5. Z Q 2.3. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLAN5 TO THR5E t~ ER05ION CONTROL CRITERIA DUE TO 5ITE 5PECIFIC, CONDITIONS. `t Ljj (n 48 (-TOURS BEFORE DIGGING .{ /C�A/L''�L TOLL FREE ''"�'`'��"'"� VA.�' �f - - 4 / f V SUNSHINE STATE ONE CALL OF FLORIDA, INC. r SHEET OF 99-313 Ln D U CD (n co Q C-Z1 r CO cn CD rn m rn rn LC7 ii Cu ai CD m cv C- Lt_ 1 1/2' P.E LOCKING SERVICE LATERAL CURB STOPS METER BOX (METER NOT SHOWN) 1' P,E. SERVICE - LATERAL 00 W BRASS COMPRESSION WYE BRANCH �\ I IN LINE DUAL STOPS(FORD LOCKIOR MUELLER) P L A I V VIEW NG CURB\ CHECK BY IRCUD WITH INTEGRAL METER COUPLING CENTER OPENING OVER METER(S) V MIN, �-A�] CUSTOMERS METER PIPING BOX ¢ l (BY OTHERS) <SEE NOTE g NO, 3) E w Cu oo >t� U 4' MIN, GRAVEL OR CRUSHED ROCK CROSS SECTION NOTES 1, METERS OVER 2' MUST BE APPROVED BY UTILITY AND INSTALLED BY CONTRACTOR. 2, ALL METERS 2' AND SMALLER WILL BE SUPPLIED AND INSTALLED BY THE UTILITIES DEPARTMENT, 3. MINIMUM SIZE OF METER BOXES: 1' SERVICE (12' X 20'); 1-1/2' AND 2' SERVICE (17' X 28'). 4. 5/8' -3/4' METERS SHALL BE HERSEY TURBINE, MASTER METER, OR APPROVED EQUAL WITH 5/8' RUBBER METER WASHERS. 5. METERS GREATER THAN 2' SHALL BE MASTER METER OR COMPOUND AS REQUIRED AND APPROVED BY THE UTILITIES DEPT, METER BOX GRADE ROADWAY GRADiii j CONCRETE PAD 30' SQ. X 4' MIN, <%:. "/ THICK W/ (1) '.,'/.. 2" 71 No. 30 CONT, MIN, 2' LOCKING \ CURB STOP ` W/ P.V.C. PLUG APPROVED COMPRESSION METER BOX FITTINGS ° ° 12' MIN, LD. 2' CORPORATION STOP 1 C.F. 3/4' GRAVEL OR RESTRAINED PLUG (M.J,) CRUSHED ROCK 2' POLYETHYLENE HORIZONTAL DISTANCE �% ' EQUAL TO DEPTH OF COVER ' r CONCRETE POURED TO UNDISTURBED `.\•� \ D `.\ `.\ PRESSURE -TREATED NOTES SOIL d��\� . :4�`.•` PLYWOOD 1, COAT ALL EXPOSED THREADS WITH COAL TAR ENAMEL BEFORE BACKFILL 2. THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER. 3. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED BY THE UTILITIES DEPT. 4, ECLIPSE NO, 85 BLOW -OFF AS MANUFACTURED BY J❑HN C. KUPFERLE FOUNDARY CO., ST. LOUIS, MO. MAY ALSO BE USED, 5, THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE UTILITIES DEPT. ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED BY THE UTILITIES DEPT. 2" BLOW -OFF NOTE: 1. TRACE WIRE IS REQUIRED ON ALL PIPE. 2. INCLUDE ALL COST OF MATERIAL & LABOR IN PRICE OF PIPE. 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), WRAP W/3 ALTERNATING LAYERS OF SCOTCH "33" TAPE & COVER WITH SCOTCH WATERPROOFING COMPOUND. 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP 6, VERIFICATION OF SIGNAL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. TO PUT CONTINUOUS TRACE WIRE UNDER BOLT, FIRST LOOSEN NUT, THEN STRIP 3" MIN., WRAP ONCE STRIP 3/4" OF MAIN AROUND BOLT, 1 TWIST, 2 WRAPS WIRE & 4" OF BRANCH 3/4" WIRE "DO NOT CUT WIRE." TIGHTEN NUT AFTER WRAPPING TRACE WIRE AROUND THE BOLT, � MIN. 5 WRAPS SOLDER MAX. 10 WRAPS BRANCH SPICE DETAIL FINISH GRADE ---- PUT WIRE UNDER BOLT SEE DETAIL ABOVE. CONTINUOUS # 14 THHN SINGLE CONDUCTOR 4" MIN.COPPER TRACE WIRE _ HALF HITCH HALF HITCH ON BEHIND EACH EACH SIDE OF BELL, ALL VALVES FINISH GRADE EP \ \ \ MIN. 3 TWISTS� METER pO> I^THHNSINGLEvCONDUCTO ?PER TRACE WIRE. HALF HITCH AT ALL SERVICE TAPS, N.T.S. PROPERTY LINE METERS SHALL BE LOCATED P.B. GOOSENECK 3' IMMEDIATELY INSIDE THE R/W LONG (MIN.) OR SWING UNLESS OTHERWISE DIRECTED JOINT OR APPROVED BY THE UTILITIES DEPT, EQUAL BY IRCDUS LOCKING CURB STOP (TO ACCOMMODATE APPROVED METER BOXES 5/8' x 3/4' METER) SHALL BE 'CDR SYSTEMS CORP.' POLYMER CONCRETE & ❑R 2' FIBERGLASS CORP, 2' 0' ROADWAY 2'-0" STOP FINISH GRADE ' x a u z IN LINE DUAL LONG S RVICE CHECK BY IRCDUS SHORT METERS STAINLESS STEEL SERVICE (SEE NOTE 6) DOUBLE STRAP SERVICE SADDLE FITTINGS WATER MAIN AS REQ'D, NOTES 1, SUCCESSIVE TAPS INT❑ THE WATER MAIN SHALL BE .18' CENTERS (MIN.). 2. SHORT SERVICES REQUIRE 18' MIN. COVER, LONG SERVICES REQUIRE 24' MINIMUM COVER, 3. MINIMUM SERVICE SIZE NOT LESS THAN 1', DUAL SERVICES SHALL BE A MINIMUM 1-1/2' AND TRIPLE SERVICES SHALL BE A MINIMUM 2 QUADRUPLE SERVICES SHALL BE AS APPROVED BY THE UTILITIES DEPT. 4. V & 1-1/2' LONG SERVICES REQUIRE A 2' MIN, I.D. CASING PIPE, 2" LONG SERVICES REQUIRE A 3' MIN. I,D. CASING PIPE, CASING PIPE SHALL BE SCH 40 P,V,C, 5, METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY HE:RSEY, MASTER OR AS APPROVED BY I.R,C❑, DEPT, of UTILITY SERVICES AND SUPPLIED BY APPLCANT, METERS 2 INCHES AND SMALLER SHALL BE SUPPLIED BY THE UTILITIES DEPT, 6, PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING ALL WATER MAINS OR AT ,SUCH TIME AS DIRECTED BY THE UTILITIES DEPT.. 7, CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. WATER SERVICE GRADE OBSTRUCTION 36" MIN. COVER -�` PRESSURE MAIN RESTRAINED JOINTS - _ 45° OR 22 1/2° ENCASE AS REQ'D.- BENDS CM,J.> SPECIAL UTILITY CROSSING - FITTING TYPE- )` 18' MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER; AND SANITARY SEWER MAIN CROSSINGS. D.I.P, WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED IF MINIMUM CLEARANCE CANNOT BE OBTAINED; GRADE SLOPE TO OBSTRUCTION 36' MIN, COVER--''-74 - �r SEE NOTE NO, 2 PRESSURE MAIN FOR ACCEPTABLE DEFLECTION CENTER A FULL LENGTH ENCASE AS REQ'D, OF PIPE AT THE POINT OF CROSSING STANDARD UTILITY CRDSSING DEFLECTION I-YPE NOTES 1, THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE, ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CR❑SSIING BE ALLOWED, 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3, IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM,) 4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY THE UTILITIES DEPT, 5, USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. DLP. WITH MECHANICAL JOINTS MAY BE USED IN LIEU ❑F CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, S❑ AS TEI LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 6. SEE TRACER WIRE DETAIL. UTILITY CROSSINGS EXISTING ( f BASE TRENCH WIDTH 'W' + 4', MIN, SURFACE RESTORATION 6' MECHANICALLY MIN. SAW EXISTING PAVEMENT w ///////✓///// / > 0 REPLACEMENT Ir SEE NOTE 6 LIMEROCK BASE w IN 3 LIFTS AT 6' MAX. LAYERS OR 98% u OTHER APPROVED o METHOD TO ACHIEVE N M 95%: COMPACTION MAX WATER LEVEL 4' MAX. � ALLOW BLE DURING � AY95% r �� CONSTRUCTION 3/4' DIA. BEDDING ROCK OR PEA ROCK WHERE 12' PIPE 12' UNDISTURBED SOIL CONDITIONS REQUIRE O.D. TRENCH WIDTH W' NOTES 1, WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION, 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, 3, NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-112' MIN. THK,) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A,S.H.T.O: T-180, 5, ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC WORKS / F,D.O,T. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 7. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0'. 8. TRACE WIRE SHALL BE ADDED CONTINUOUSLY ON ALL PIPE. (SEE DETAIL) (PAVED AREAS) j\ TRENCH DETAIL ASPHALT SURFACE FINISHED GRADE -- 36' SQUARE 24' SQUARE ° (1) CONTIN. - NO. 30 \ / / lr CONCRETE < ONE (1) y NO. 30 SLIDE PAD TYPE ` C❑NTIN. LIMER❑CK BASE VALVE BOX SLIDE TYPE TYPE I VALVE BOX TYPE 11 POLYETHYLENE (VISQUEEN CAST IRON.STAY PUT COVER OR EQUIVALENT) RAISED LETTERS MARKED! 'WATER' AS APPLICABLE OR 24' MAX, 'SAN, SEWER' AS APPLICABLE �N TYPE I TYPE II u z PROVIDE EXTENSION AS SHOWN cn NOTES: v 1. SEE :TRACER WIRE DETAIL VALVE AND BOX 24' X 24' X 6' THICK CONCRETE PAD AT EACH VALVE BOX WITH (1) - NO, 3 0 CONTINUOUS. (SHALL BE 36' X 36' IF LOCATED IN TRAFFIC WAY.) -77- NOTES 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. VALVE BOX PAD PR❑VIDE TRENCH SLOPE AS REQ'D. r GRADE oc > 6" MAX, LAYERS OR OTHER APPROVED MAINTAIN TRENCH z METHOD TO ACHIEVE WIDTH 2'-0" ABOVE - 95% COMPACTION TOP OF PIPE SEE NOTE 4 ID MAXIMUM WATER LEVEL 4" MAX. ALLOWABLE DURING LAYERS - CONSTRUCTION AT 95% 3/4' DIA. BEDDING ROCK 12' PIPE 12" OR PEA ROCK WHERE ❑ �' UNDISTURBED CONDITIONS REQ'D, TRENCH WIDTH SOIL NOTES 1. WHERE S❑IL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION, 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A,A,S,H.T.O, T-180. 4, MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. 5, TRENCH WIDTH 'W" = PIPE O.D, PLUS 2'-0'. 6. TRACE WIRE SHALL BE ADDED CONTINUOUSLY ON ALL PIPE, (SEE DETAIL) 7. ALL REST❑RATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. (UNPAVED AREAS) n TRENCH DETAIL 2' GATE VALVE-- FEBCO DOUBLE CHECK VALVE (TYP.) 2' SCH 40 GALV. 2" METER 'T' OR 'WYE' (TYPJ PRESSURE GAUGE (SEE NOTE 7) N 18' MAX. P EXISTING GRADE 12' MIN. P > 2' SERVICE M.J.G.V, SADDLE FORD FB 1700 0 2' CORP, STOP r - --- NEW W,M. -TIE-IN VALVE TO BE CLOSED AND LOCKED EXISTING WATER MAIN SECTION 1, TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY --- _"AND -IN THE PRESENCE OF THE ENGINEER OF RECORD. 2, LINES TO BE FLUSHED SHALL BE GREATER THAN 6' IN DIAMETER, NOTES 1, A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE WATER MAIN AND THE PROPOSED WATER MAIN IMPROVEMENTS. 2, THE TEMP❑ARY JUMPER DETAIL (W-12A) IS TO BE USED FOR FILLING ANY NEW WATER MAINS OF ANY SIZE FROM THE EXISTING ACTIVE WATER MAINS AND FOR FLUSHING. OF NEW MAINS UP TO 6' IN DIAMETER (2.5 FPS MINIMUM VELOCITY) AND PULLING BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER MAIN OF ANY SIZE. 3, THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER THE FILLING, FLUSHING, TESTING AND DISINFECTION OF THE NEW WATER MAIN HAS BEEN SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE HAS BEEN RECEIVED FROM THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) AND ANY OTHER PERTINENT AGENCIES HAS BEEN RECEEVED. ADEQUATE THRUST BLOCKING AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. 4. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH AWWA C651, 1992 EDITION, THE TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER SECTION TWO OF AWWA C651-92, 5. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS CONTINUOUSLY AFTER DISINFECTION AND UNTIL FDEP CLEARANCE LETTER IS OBTAINED. 6, THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION AND PROVIDE DOCUMENTATION THAT THE DOUBLE CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING ONE YEAR FROM INSTALLATION BY A QUALIFIED BACKFLOW TECHNICIAN AS APPROVED BY THE UTILITIES DEPT. ENGINEER, 7, EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 6' IN DIA„ THE TIE IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED ED IN THE CLOSED POSITION BY THE UTILITY COMPANY, THE TIE IN VALVE SHALL REMAIN CLOSED & LOCKED UNTILL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY FDEP AND ALL OTHER PERTINENT AGENCIES, 8, UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION, THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2' BRASS STOPS, 9. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS VALVES, ETC„ SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. F FLUSHED S LARGER THANDIAMETER R SU H 10. I THE WATER MAIN T❑ BE LUS ED I 6' ❑ C LENGTH THAT A FULL PIPE FLUSH AT THE 2.5 FPS VELOCITY CANNOT BE ACCOMPLISHED, THE FOLLOWING PROCEDURE SHALL BE UTILIZED. A) INSTALL PRESSURE GAUGES AS INDICATED ON DETAIL (W-12A) B) OPEN ALL DOWNSTREAM VALVES IN THE NEW SYSTEM PRIOR TO FLUSH C) FLUSH NEW WATER MAIN THRU TIE-IN VALVE MAINTAINING A 10+ PSI PRESSURE DIFFERENTIAL BETWEEN GAUGES DURING FLUSH, D) TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL, IN THE PRESENCE OF THE ENGINEER OF RECORD TO INSURE THAT THE REQUIRED PRESSURE DIFFERENTIAL IS MAINTAINED, TEMPORARY JUMPER DETAIL AND NOTES M.J. (2) - 3/4' GALV, FOUR HYDRANT GUARDS TIE RODS AS REQ'D. BY W.M,U,D. SEE .NOTE I(BELOW) 90° \ SEE NOTE 3 ` (BELOW) 45° \ GATE VALVE Pam. MECHANICAL JOINT 6' ANCHOR TEE FOR 6' GATE VALVE, M.J. VARIES 6" (MIN.) PLAN VIEW .WATER MAIN. CONCRETE THRUST BLOCK PUMPER NOZZLE FACING ROADWAY VALVE BOX - ACCESS GRADE (u DIRECT w CONNECTION i0 z > (ANCHOR TYPE) iv \zo cl \ 6' G.V, \/ 6' PIPE ' / 1.5 CU. FT, CONCRETE WATER MAIN CONCRETE THRUST UNDISTURBED / BLOCK SOIL CROSSSECTION NOTES 1. HYDRANT GUARDS TO BE 4' DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 2, IL OF THE PUMPER CONNECTION SHALL BE 18' MIN. ABOVE THE OF THE NEAREST ROADWAY OR FINISH GRADE, 3, COAT TIE RODS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN- DARLING B-84-B,MUELLER A423 OR CLOW MEDALLION F2545, 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF APPROVED BY THE UTILITIES DEPT. (E.G. TIE RODS OR MEGA LUGS) 6, COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE, 7, FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE FIRE HYDRANT DETAILS Restrained Length In Feet Each Side of Restrained Length In Feet For Reducer PIPE DIAMETER (INCHES) ICES D, I, P, P, V, C, PIPE DIAMETER (INCHES) 90 45 �. 22 /z 11 / 90 45 22 1/z 11 /, 3 4 8 8 10" 12•• 16' ` 20 24" 30" 3" 30' 15' 10, 5' 40' 20, 10, 5'- 3" 0 0 0 0 0 0 0 0 0 0 4" 35' 15' 10, 5' 55' 25' 15' 10, 4" 40' 0 0 0 0 0 0 0 0 0 8" 55' 25' 10' 5' 80' 35' 20' 10, 8'• 50' 45' 0 0 0 0 0 0 0 0 81• 65' 30' 15' 10, 90, 40, 20, 10, 8" 75' 70' 40, 0 0 0 0 0 0 0 10" 80' 35' 20' 10' 110, 50' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 12" 95' 40' 20' 10, 130, 55' 30' 15' 12" 120' 115' 100' 75' 40' 0 0 0 0 0 16" 120' 50' 25' 15' 165' 70' 35' 20' 16" 160' 155' 140' 125' 100' 70' 0 0 0 0 20" 150' 65' 30' 15' 200' 85' 40' 20' 20" 200' 195' 185' 170' 150' 130' 75' 0 0 �0 24" 180' 70' 35' 20' 210' 90' 45' 25' 24" 160' 155' 150' 140' 135' 120' 90' 50' b 0 30" 190' 80' 40' 20, 250' 105' 50' 25' 30" 195' 190' 185' 180' 170' 160' 120' 103' 70' 0 36" 220' 95' 45' 25' 0 0 0 0 36" 225' 220' 215' 210' 203' 195' 180' 150' 125' 70' 42" 245' 105' 50' 25' 0 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 10S'. 48" 260, 120, 60' 1 30, 0 0 0 0 48" 255' 250' 245' 240' 235' 230' 215' 195` 175' 1Q5' Restrained lengths for valves, dead ends and branches from tees shall be the same as for 90° (degree) bends Length of restrained ,Joint for larger diameter pipe THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P.S.I. TEST PRESSURE 90• 45- 22 '/e 11 y' LAT. TEE PLUG INCHES EMIN. B A A A A A A C D I E 4 10, 7' 10, 6' 3' 3' 7' 7' 10, 7' 8' 6 16, 10, 15, 8' 4' 4' 10' 10' 12' 10' 8' 6 20' 14' 18' 10, 5' 5' 14' 14' 14' 14' 12' 10 28' 16' 24' 14' 7' 7' 16' 16' 16' 16' 14' 12 30' 20' 26' 16' 8' 8' 20, 20' 18' 20' 20' NOTES 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL, 2. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND PUT WOOD BL❑CKING IN FRONT OF ALL PLUGS BEFORE POURING CONCRETE, 3, ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB, EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPEC, T T W - 556, OR PRESSURE TREATED LUMBER. 4, BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK FRAGMENTS, ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL. 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 P.S.I. CONCRETE. 6. ALL PIPES GREATER THAN 12' IN DIAMETER SHALL HAVE RESTRAINED JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATIONS, 7. PIPES SMALLER THAN 4' SHALL USE THRUST BLOCKS SIZED FOR 4' PIPES. 900 BEND 45° 22 z ° 114 ° BENDS POLYETHYLENE IN A ON T OF P L U� S•\�'\ Yam\\/ \\ //Y \y (T YP.) D D /\ D D CROSS WITH PLUG TRENCH WALL IN B (PLUG) TRENCH% / / ,\/� \WrITTINC) UNDISTURBED EARTH -/ E TYPICAL SECTION IN TEE WITH PLUG NOTE LATERAL 1. POLYETHYLENE (VISQUEEN OR EQUAL) SHALL BE PLACED BETWEEN CONCRETE AND PIPE. (MILLAGE TO BE DETERMINED BY UTILITIES DEPT.). THRUST (BLOCK DETAILS AND NOTES 48 HOURS OL FORE DIGGING CALL TOLL' FREE 1--800--432-4770 SUNSHINE STATE ONE CALL OF FLORIOA, INC. 0') 07 Q Q � J 0' J � O (n u Q s z W 0 I9 N 0) : p ;= w z Lu Lu Alt+ ? 4 Co Z Q 0 n a F- LL r .. ti r to .jz U) to 0 to j Co 0 4 a U. IL �Q _0 y O J Lj- Ltj Q Q CID UJ In SHEET OF 99-313 WATER MANS POLYVINYL CHLORIDE PIPE ` SCOPE THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGSFOR ' WATER MAINS. ' GENERAL ' POLYVINYL CHLORIDE (P.V.C.) 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 CRU}R|D[ MAY BE REQUIRED DURING CONSTRUCTION PERMIT REVIEW OR BY |RCDUS HELD 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 FITTINGSINTENDED FOR CONVEYING OR TRANSMITTING POTABLE WATER SHALL BE DESIGNED FOR A MINIMUM WORKING PRESSURE OF 150 PSI. B. POLYVINYL CHLORIDE 3 RE PPE SHALL CONFORM TO THE LATEST AWWA STANDARDS C900 AND ASTM D1784 AND ozz*l' Lx|Es| *Ev/Smm. P.V.C. PRESSURE PIPE SHALL BE WADE FROM CLASS 12454-A0R CLASS 12454-B MATERIAL AND CONFORM WITH THE OUTSIDE DIAMETER 0F CAST |n0m PIPE WITH A M|m|wOM WALL THICKNESS OF DR18 C. POLYVINYL CHLORIDE PRESSURE PIPE SMALLER THAN 4^ SHALL BE AS APPROVED BY |RCDUS- D. POLYVINYL CHLORIDE PIPE SHALL BE AS MANUFACTURED BY JW MANUFACTURING C0MPANY, OR EQUAL. E. THE PIPE SHALL BE BLUE IN COLOR. JOINTS A. JOINTS FOR P.V.C. PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON RUBBER CASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS, WILL BE PERMITTED. B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATION UPON 3U8M|S3|QN OF SPECIFICATIONS AND APPROVAL BY |RCDU3. FITTINGS . A. ALL FITTINGS SHALL BE DUCTILEIRON MECHANICAL SEAL- COATEDCONFORM TO AWWA SPECIFICATION C110 (ANSI 21.10-87), OR LATEST ., ^~.~`~..,.^ .... ...~ STANDARD. ~.~' .~. .21.-~'` . OR LATEST REVISION. ' ` B.` THE PRESSURE RATING SHALL BE 250 PSI. C. JOINT RESTRAINT. WHEN U|RED. SHALL BE BY MAPPCO C-1300 RESTRAINER, DR APPROVED EQUAL. ' MARKING TWO-INCH WIDE IDENTIFICATION TAPE SHALL BE SPIRAL -WRAPPED ORAFFIX[D TO THE TOP OF E PIPE. TAPE SHALL HAVE THE WORDS "WATER MAIN" IN 3/4' HIGH LETTERS APPEARING ONE OR MORE TIMES EVERY 24 INCHES. TWO-INCH WIDE DETECTION TAPE SHALL BE INSTALLED 12 1-0 18 INCHES BELOW FINISHED GRADE. ` WATER SERVICES ' _POLYETHYLENE TUBING ` ' SCOPE IS SECTION COVERS POLYETHYLENE PIPE AND FITTINGS FOR WATER ' POLYETHYLENE TUBING 2 INCHES IN DIAMETER AND SMALLER A. POLYETHYLENE TUBINGCAB REQUIREMENTS FOR PE-3408 EXTRUSION COMPOUND POLYETHYLENE PLASTIC MATERIAL AS STATED IN AWWA C-901-00, OR LATEST nBoS|0w. AND SHALL COMPLY WITH THE FOLLOWING: B. TUBING SHALL HAVE A WORKING PRESSURE OF 200 PSI AT 754§ F. C. TUBING SURFACES SHALL BE GLASS SMOOTH, AND SHALL RE FREE FROM BUMPS AND IRREGULARITIES. MATERIALS MUST BE COMPLETELY HOMOGENEOUS AND UNIFORM IN APPEARANCE. D. TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPOND WITH THE VALUES LISTED IN ASTM D-2239. WITH A STANDARD DIMENSION RATIO (3DR) OF g. E. TUBING SHALL BE FULLY LABELED WITH BRAND NAME AND MANDFACTURER, NSF 5EAL, SIZ[, TYPE OF PLASTIC MATERIAL, AND A3Tw DESIGNATION WITH WHICH THE TUBING COMPLIES. JOINTS A. JOINTS FOR POLYETHYLENE TUBING SHALL BE OF THE COMPRESSION TYPE' UTILIZING A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT. STAINLESS STEEL TUB[ STIFFENER INSERT SHALL ALSO BE USED FOR P.E. TUBING SERVICES. ^ B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATIONS UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY |RCDU3. INSTALLATION ' A. BACKRLL SHALL BE FREE OF ROCKS AND DEBRIS. ` B. BENDING RADIUS SHALL BE LARGE S0 THAT TUBING IS NOT CRIMPED OR DAMAGED, AND SO THAT THE FLOW OF WATER IS NOT RESTRICTED. 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. BURIED SHALL BE MECHANICAL JOINT. ALL ABOVE -GROUND v4LvE5 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 RE USED IN FORCEWmN APPLICATIONS. ` ' ` ^ - ` F, VALVES AND APPURTENANCES OTHER THAN THOSE SPECIFICALLY CALLED OUT IN THIS SECTION MAY BE APPROVED FOR USE BY INDIAN RIVER COUNTY UTIL11-IES DEPARTMENT ON A CASE -BY -CASE BASIS. CRITERIA FOR R0vAL SHALL INCLUDE THE INTERCHANGEABILITYOF SPECIFICALLY CALLED OUT IN THESE SPECIFICATIONS. THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS GATE VALVES (4-INCH AND LARGER) f` ALL BURIED GATE VALVES SHALL ' C509. VALVES SHALL BE RATED FOR 150 PSI WORKING PRESSURE AND A MINIMUM 300 p5| [EST PRESSURE. VALVES SHALL BE IRON BRONZE -MOUNTED, RESILIENT NON -RISING ITTE WITH "O-RING" SEALS. THE OPERATING NUTS SHALL BE STANDARD `.... ~ .~~'``^ ALL VALVES SHALL OPEN COUNTERCLOCKWISE. ` STUFFING BOXES THE "0_R|NG^ GATE VALVES SHALL BE MECHANICAL JO|NT. ANSI STANDARD 21.1 1' EXCEPT WHERE SHOWN OTHERWISE. ^ B. WHERE REQUIRED, GATE VALVES SHALL BE PROVIDED WITH A BOX CAST IN THE SLAB AND A BOX COVER. BOX COVER OPENING SHALL BE FOR VALVE STEM AND NUT. VALVE WRENCHES AND EXTENSION STEMS SHALL BE r"u,."Eu BY THE MANUFACTURER TO xC/v^/E THE VALVES. THE FLOOR BOX AND COVER SHALL BE CAST IRON AND EQUAL TO THOSE MANUFACTURED BY M & H. CL0W, AwEmCAm DARL|NG, DEZUR|m, OR APPROVED EQUAL (SEE DRAWING NO. W-7). ` FIRE VYDnuNTS ' FIRE HYDRANTS SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND MANUFACTURED BY MUELL2R COMPANY, A423, CL0w MEDALLION OR AME0CAN-DARVNG B-04-B. FIRE HYDRANTS SHALL COMPLY WITH THE CURRENT AWWA STANDARD SPECIFICATION C502 FOR FIRE HYDRANTS FOR WATER WORKS SERVICE. EACH HYDRANT SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS ("DOG EARS") AND SHALL OPEN TURNING TO THE LEFT (COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR 18" CLEARANCE ABOVE CENJERLINE OF ROADWAY, IT SHALL BE PROVIDED WITH TWO 2 1/2" HOSE NOZZLES AND ONE * 1/2_ PUMPER NOZZLE, ALL HAVING NATIONAL STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS ATTACHED BY CHAINS. OPERATING NUTS SHALL BE AWWA STANDARD (PENTAGONAL, MEASURING 1 1/2" POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED WITH'' ~0-R|NGpACK|NG. FIRE HYDRANT SHALL BE PAINTED FEDERAL SAFETY RED. ` BACKrL0W PREvENrERS ` ALL BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVEGROUND, IN NON - TRAFFIC AREAS ON THE CUSTOMERS' SIDE OF THE M[TER, ABOVEGROUND PIPING SHALL BE DUCTILE IRON. BRASS OR COPPER PIPE MAY BE USED FOR PIPE 2" IN DIAMETER OR SMALLER. BACKFILOW PREVENTERS SHALL BE OF REDUCED PRESSURE/DOUBLE CHECK TYPE WITH TWO (2) INDEPENDENTLY OPERATING CHECK VALVES, AND SHALL BE DESIGNED TO OPERATE IN A HORIZONTAL FLOW MODE. AN INDEPENDENT RELIEF VALVE SHALL BE LOCATED BETWEEN THE ' TWO CHECK VALVES. REDUCED PRESSURE FEATURE SHALL BE INCLUDED IN HIGH HAZARD APPLICATIONS. PREVEMTERS SHALL BE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) APPROVED AND AS MANUFACTURED BY HERSEY PRODUCTS, INC., OR EQUAL. VALVE BOXES A. ALL BURIED VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS AND EXTEND TO MATCH FINISHED GRADE SURFACE AS DIRECTED BY ENGINEER. THE BARREL SHALL BE ONE OR TWO-PIECE, SCREW TYPE, HAVING 5 1/4" SHAFT. COVERS SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER MAINS AND "SEWER" CAST INTO THE TOP OF ALL WASTEWATER ruxxEM^o S. ALL VALVES SHALL HAVE *c/o*//mo no/u Ex/uvuEu TO WITHIN 5|X INCHES OF THE TOP OF VALVE 80X COVER. B. VALVE BOXES NAMEPLATE, WITH SUITABLE xmc"Oxu FOR CASTING IN CONCRETE. NAMEPLATE SHALL BE ." IN.- DIAMETER BRONZE~` WITH RAISED LETTERING 1/8" HIGH, AS SHOWN ON THE DRAWINGS AND MANUFACTURED BY 3H|EDOW BRONZE CORPORATION, K|mGWO0D' vvE3J _ mRG|Nk\. OR EQUAL. . C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED IN DRAWING DETAIL M-7. THE VALVE BOX SHALL BE WRAPPED IN A POLYETHYLENE SHEATH 50 THAT NO DIRECT CONTACT WITH THE CONCRETE IS MADE. ` CORPORATION STOPS ` A. STOPS'[�IPING SHALL BE ALL BRASS OR BRONZE SUITABLE FOR 150 PSI OPERATING EAD �|kwLAR MUELLER CO. -PRESSURE, SHALL +-iOO *�� - AND DESIGN, F�SHALL }F SIZES REQUIRED AND/OR NOTED ON THE DRAWINGS. ' B. SADDLES SHALL BE STAINLESS SADDLE AS MANUFACTURED BY FORD METER BOX CO., OR APPROVED EQUAL BY |ND|4N RIVER COUNTY UTILITIES DEPARTMENT. ' TAPPING SLEEVES AND VALVES A, TAPPING SLEEVES SHALL BE THE MECHANICAL JOINT TYPE WITHDUCTILE 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 MANS, AND BE AS MANUFACTURED BY WUELLER C0WPANY, 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 F0RCEMANS AND GRAVITY SEWERS PRESSURE AND LEAKAGE E TESTS OF UNDERGROUND PRESSURE PIPING & M,UxO5/^J|C pxL3SUR[ AND LEAKAGE SECTION 4 OF THE LATEST EDITION OF AWWA C-600 SPECIFICATIONS FOR . D.I.P. AND AWWx m-23 FOR PVC p|pE. 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 TEST|wG� 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 TEST|NG, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT ALONG THE TES[ SECTION, BUT NOT LESS THAN 150 P3|G (100 P5|C FOR r0RC THE CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS AND BLOCKING NECSy TO MAINTAIN THE REQUIRED TEST PRESSURE. CORPORATION COOKS 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 RWITH 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 "cr°/ncu AND RocS.cv AS ncCcaS°n/ v/..`L .cS/ ncvv/nEwc.v/S ARE COMPLIED WITH. DEFECTIVE MATERIALS, P|PES, VALVES AND ACCESSORIES [ DPIPE-LINES SHALL BE |Es|Eu IN SUCH 3ECx0m3 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 ---- THAN THE NUMBER OF GALLONS PER HOUR DETERM|NsD BY THE FOLLOWING FORMULA: ^ i L = NDX (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. HIS PLAN FOR TESTING� C. THE MINIMUM NUMBER OF RESTRAINT[) « REQUIRED FOR RESISTING `- ~-- - -8WK ENGINEER -� REVIEW--�' LEAST- FORCES AT FITTINGS AND CHANGES IN DIRECTION OF PIPE SHALL BE STARTING-'`�'- '~-� '- CONTRACTOR- SHALL'REMOVE �'- ' DETERMINED FROM THE LENGTH OF R ON EACH SIDE OF ADEQUATELY DISPOSE - -- - FITTINGS AND CHANGES |N DIRECTION NECESSARY TO D�VELOP AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC ADEQUATE RESISTING FRICTION WITH THE SOIL. THE FORMULA AND -- � DAMAGE TE3T, UNLESS OTHERWISE DIRECTED BY THF�- �xxxME|E*o GIVEN V SHALL BE USED TO DETERMINE THE ~ _ TO THE PIPE C0A:DNG SHALL BE REPAIRED BY THE CONTRACTOR. LINES : ' REQUIREMENTS: SHALL BE TOTALLY FREE AND CLEAN PRIOR TO FINAL ACCEPTANCE. ' L = 1.5PA (1-COS X) E. THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE MUST BE PRESENT '~ DVR|mC TESTING.' ' ' WHERE: L ~ LENGTH OF PIPE ON EACH SIDE OF F[rr|NG5 OR CHANGE IN F. NO THRUST BLOCKS SHALL BE BACKFILLED UNTIL INSPECTED BY |RCDUS /0N DIRECTION INSPECTORS. P = 150 P3|, UNLESS OTHERWISE NOTED. A = CROSS -SECTIONAL AREA IN SQUARE INCHES BASED ON OUTSIDE DISINFECTING S|mFECTiN� POTABLE WATER PIPELINES � .D) � OF PIPE. (0 A. g BEING PLACED SERVICE, POTABLE. X = ANGLE Or BEND OR CHANGE |w n|RE�T/0w |N DEGREES. SHALL^BE DISINFECTED IN ACCORDANCE`WITH THE ~`'^~' EDITION OF "STANDARDPROCEDUREFOR [ � COEFFICIENT OF FRICTION = 0.4 (MAXIMUM), AWwA C-651. DISINFECTING WATER MAINS." ` � THE LOCATION OF ^'� CHLORINATION '''-'AND SAMPLING POINTS WILL BE w = 2Wearth + Wpipv + W°oher in AS SHOWN ON THE DRAWINGS. TAPS FOR CnL0R'ONmATOm �ND SAMPLING ^R. pipe Wnortb = (density of nni|~)(dmpth of cover in /eot)(V.D. in feet) BE UNCOVERED AND BACKRLLED BYTHE C'�� � REQUIRED. ' ~ MAXIMUM 120 LB3`/CUB|C FT. ABOVE MAXIMUM WATER TABLE B. ST TO FLUSH ' THE GENERAL PROCEDURE FOR CHLORINATION SHALL BE FIRST AND �n LBS ./CUB|C FT. BELOW MAXIMUM WATER ALL DIRTY OR DISCOLORED S�OL0�[D WATER FROM THE LINES, AND THEN . ELEVATION. INTRODUCE CHLORINE IN APPROVED DOSAGES IN ACCORDANCE WITH D. BOLTS AND NUTS FOR RESTRAINED JOINTS SHALL BE HOT DIPPEDTABLE 10-1 THROUGH A TAP AT ONE END' WHILE WATER |� BEING 8ALY�N|�E0 LVvv ALLOY HIGH STRENGTH STEEL WITHDRAWN ATTHE OTHER END OF THE LINE. THE CHLORINE SOLUTION . ' ' SHALL REMAIN IN THE PIPELINE FOR NO LESS THAN 24 HOURS. E. THE CONTRACTOR SHALL ALSO PROVIDE RESTRAINED JOINTS IN C. FOLLOWING THE cHU}n|NAJ|ON PERIOD, ALL TREATED WATER SHALL BE ACCORDANCE WITH THE ABOVE CRITERIA WHEREVER THRUST BLOCKS � FLUSHED FROM THE LINES AT THEIR XTREm0E3 AND REPLACED WITH --- �-~ ARE NOT USED IN CONJUNCTION WITH BELOW -GROUND FITTINGS ON - WATER FROM THE DISTRIBUTION SYSTEM. BACTERIOLOGICALLINES �A�PL|m� 12 |wcnES IN DIAMETER OR LE3S . AND ANALYSIS OF THE REPLACEMENT WATER SHALL THEN RE MADE BY THE ENGINEER IN FULL ACCORDANCE WITH THE AowA MANUAL c-551. THE CONTRACTOR WILL BE REQUIRED TO RECHLORINATE, IF NECESSARY. THE LINE SHALL NOT BE PLACED IN SERVICE UNTIL THE.REQUIREMENTS EARTHWORK AND 8ACKF|LL OF THE STATE AND COUNTY ENVIRONMENTAL HEALTH DEPARTMENT ` ARE MET. A. ALL EXCAVATION FOR UTILITIES HOUSE CONNECTIONS SHALL BE ' ADEQUATELY GUARDED WITH BARRICADES AND LIGHTS, 5O AS To D. SPECIAL DISINFECTING PROCEDURES SHALL BE USED IN CONNECTIONS PROTECT THE PUBLIC FROM HAZARD. STREETS' SIDEWALKS,DRIV EWAYS,TO EXISTING wA|m3' AND WHERE THE METHOD OUTLINED ABOVE IS NOT �UnO�. �xnx��Y5 AND OTHER PUBLICPROPERTY DISTURBED IN THE PRACTICAL. . ' COURSE OF THE WORK SHALL BE RESTORED IN A MANNER SATISFACTORY TO THE COUNTY. E. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY WITH ' ~ AN INDEPENDENT COMMERCIAL b\B0R^JOR' APPROVED BY THE B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6- DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES (HRS) FOR THE INCH DISTANCEBELOW THE PIPE INVERT TO THEBOTTOM 12 INCHES COLLECTION AND EXAMINATION OF SAMPLES OF WATER FROM ABOVE THE TOP OF THE PIPE, SHALL BE PER THE MANUFACTURER'S DISINFECTED WATER MAINS. THESE SAMPLES SHALL BE EXAMINED FOR REQUIREMENTS. COMPLIANCE WITH UIRS REQUIREMENTS. SAMPLING SHALL BE MADE DAILY AND CONTINUOUSLY UNTIL TW0 SUCCESSIVE EXAMINATIONS ARE C. INSTALLATION OF wATERNA|mS SHALL BE IN ACCORDANCE WITH LATEST FOUND SHOULD THREE EXAMINATIONS BE FOUND C800. IRRESPECTIVE OF THE TYPE OF PIPE SELECTED UNSATISFACTORY, THE LINE SHALL BE FLUSHED AND DISINFECTED ALL INSTALLATION PROCEDURES MUST BE IN CONFORMANCE WITH PIPE AGAIN. CERTIFIED COPIES OF ALL LABORATORY ANALYSES SHALL BE MANUFACTURER'S RECOMMENDATIONS. MINIMUM COVER SHALL BE 35 PROVIDED TO THE OWNER. THE COST OF ALL SAMpUN8, FLUSHING, AND � � INCHES.���mET|C I.D. TAPE SHALL BE PLACED CONTINUOUSLY IN THE DISINFECTING SHALL BE INCLUDED IN THE CONTRACT PRICE,AND �0TRENCH OVER PVC PIPE, 12 INCHES BELOW GRADE. ALLOWABLE ADDITIONAL CHARGE SHALL BE MADE TO THE OWNER FOR THIS WORK. DEFLECTION Or THE PIPE JOINTS AND CURVATURE - OF PVC PIPE SHALL COUNTY PERSONNEL SHALL OPERATE ALL VALVES AND BE PRESENT TO NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. DETERMINE AND CONTROL THE VOLUME Or WATER USED FOR FLUSHING. ' l� TRENCH - TRENCH WIDTH SHALL BE KEPT TO A MINIMUM - TABLE 10 1 - NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL_ COMPLY WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM CHLORINE REQUIRED TO PRODUCE A 25-MC/L CONCENTRATION IN 100 FT OF SHALL HE GRADED, AND ALIGNMENT SHALL BE PARALLEL WITH PIPE BY DIAMETER THE R0ADWAY, WHERE POSSIBLE. PIPE lOO-PERCENT 1-PERCENT 2� BACKF|LL � QUALITY -- - STONES, DIAMETERCHLORINE CHLORINE SOLUTION --'-- ' ROOTS, ROCKS, BROKEN CEMENT OR OTHER MATERIAL WHICH (INCHES) (POUNDS) (GALLONS) ` MIGHT gE-DAM�GIm- TO THE P|PE, SHALL BE USED. BACKF|LL 4 0.013 0.16 MUST BE PUT IN THE TRENCH IN LIFTS. O 0.030 0.35 . O 0�054 0.55 ' .' 3. COMPACTION - ALL PIPE MUST BE COMPACTED BY HAND TAMPING 10 0.085 1.02 T0 THE CENTER , U PE BAC BE 12 0.120 1,44 � COMPACTED IN LUP THE S TO ACHIEVE MINIMUM � � � 15 0.217 2.60 OFq5` 0F MAXIMUM� DENSITY - AND SHVULDER3, AND 90% IN EASEMENTS IN ACCORDANCE WITH GENERAL DESIGN DATA AASHT0 T-lm} AND ASTM O-2187. WATER DISTRIBUTION 4. DIEWATERING - CONSTRUCTIONACCOMPLISHED IN A DFY |nEmcn. wLu--pV|mnmG WILL BE REQUIRED AS NECESSARY. ALL ` A. ALLWATER MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK INDIAN RIVER COUNTY WATER m*5[ER PLAN 0R CURRENT x��� ' SHALL B[ CON�uNED. COLLECTED AN PUMPED TO SUITABLE STANDARDS AND CURRENT REGULATORY w}[NC' REQUIREMENTS. PLACES FOR D|SP0SAL, AS PERMITTED- BY STATE. R. ALL DISTRIBUTION SYSTEMS WILL DE PROPERLY LOOPED WHERE 5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY F[A3|BLE, AND VALVED TO PROVIDE MAXIMUM FLEXIBILITY IN BE NECESSARY FOR THE PROTECTION OF THE W0RK, PROVIDING SERVICE. PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE C. DESIGN SHALL BE BASED ON AN AVERAGE DAILY CONSUMPTION OF 100 UNIFORM TO 03UA REQUIREMENTS. CPCD' A MAXIMUM DAY FACTOR OF 1,5 TIMES AVERAGE DAY, AND A PEAK HOUR FACTOR Or 3.0 TIMES AVERAGE hAY. PER 1ND|AN RIVER COUNTY ORDINANCE. ' D. DISTRIBUTION SYSTEMS SHALL BE SIZED TO PROVIDE FOR 100 PERCENT OF THE COMBINED REQUIRED F|REFLOW AND PEAK *OUR DEMAND RATE, WHILE MAINTAINING A 20 PSI RESIDUAL PRESSURE IN THE DISTRIBUTION ` SYSTEM. E. ALL WATER MAINS SHALL BE DESIGNED TO PROVIDE A MINIMUM PRESSURE OF 25 P5| AT GROUND LEVEL AT ALL POINTS IN THE DISTRIBUTION SYSTEM UNDER ALL CONDITIONS OF FLOW. F. DEAD-END 4^ WATER DISTRIBUTION SYSTEM MAINS MAY BE USED TO SERVE UP TO 10 ERUs; NO LONGER THAN 300 FEET. ' ` O. RREFL0W REQUIREMENTS SHALL BE AS OUTLINED WITHIN THE |,3D. RnEFLUW REQUIREMENTS. H. THE MINIMUM SIZE MAIN SERVING FIRE HYDRANTS SHALL BE A INCHES IN RESIDENTIAL AREAS AND 0 INCHES IN COMMERCIAL AREAS. - --~__^ |. MAXIMUM FIRE HYDRANT SPACING SHALL BE 1000 FEET IN SINGLE FAMILY RESIDENTIAL AREAS AND 500 FEET IN MULTIPLE -FAMILY ` RESIDENTIAL AND COMMERCIAL AREAS. . ' J. ALL FIRE HYDRANTS SHALL BE PAINTED M-F RED. -^ ' ^ K. ALL FIRE MAINS SHALL BE EqUIPPED WITH A DETECTOR CHECK VALVE AS ' SHOWN IN DETmLvv-8. ' ` L U SHALL BE DEMONSTRATED TO THE »N0AN RIVER COUNTY UTILITIES DEPARTMENT THAT THE WATER DISTRIBUTION SYSTEM CAN SUPPLY THE REQUIRED DEMAND RATE AND FIREFLDvV PRIOR TO ACCEPTANCE BY ' |RCDUS. AND AN ON -SITE F|REFL0W TEST SHALL BE CONDUCTED BY THE |ND|AN RIVER COUNTY FIRE DEPARTMENT. RESTRAINED JOINTS A. RESTRAINED DIAMETER. RUST BLOCKING ON LINES 12-INCHES IN DIAMETER AND =~AL``". AND WITH THE ","`"""L OF ...E "`""°` RIVER COUNTY UTILITIES DEPARTMENT ENG|wEER, PIPE HARNESSES AND/OR TIES OR RES-TRAINED PUSH -ON OR RESTRAINED MECHANICAL JOINTS MAY BE USED. SECTIONS OF PIPING HAVING RESTRAINED JOINTS OR THOSE REQUIRING RESTRAINED JOINTS SHALL BE CONSTRUCTED USING PIPE AND F|T71mC3 WITH RESTRAINED "LOCKED -TYPE" JOINTS, AND THE J0|N75 SHALL BE CAPABLE OF HOLDING AGAINST WITHDRAWAL FOR LINE PRESSURES UP TO 150 PSI. THE PPE AND FITTINGS SHALL BE AS SHOWN FOR RESTRAINED PUSH -ON JOINTS OR RESTRAINED MECHANICAL JV|mT3 ON PAGE 415 IN SECTION Y|. IN THE HANDBOOK OF CAST IRON PIPE, *TH EDITION (SEE DETAIL SHEET u5A). B. NO SET SCREW RETAINER GLANDS ARE TO BE USED ON PVC/D.I.P. PIPE CONNECTIONS. USE BOLT RESTRAINER JOINTS ONLY. ' 48 HOURS BEFORE DIGGING � to le Ca 0 z m� < m � , . = �� �^ A-k ~� Is � -' oc {] LL_ Z :0 �� �� 0� k4LLJ 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 Parts 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 parts 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 shall 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 shall be in published form and apply to all similar units. PART 2. PRODUCTS 2.01 MATERIALS A11 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 preapproved 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 shall 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 casing 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 cast 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 shall 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 have a maxi -duty double row lower ball bearing. The upper bearing shall be a sealed sirigle 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 cast 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. Pu mp ump Motor: a. Pump motors rated for 2 and 2.5 horsepower shall be NEMA design B housed in an oil filled casing. Pump motors 3 horsepower and larger shall be NEMA design 8 housed in an air filled casing. All motors shall 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 pimp. Bimetallic thermal switches shall be imbedded in each phase of the winding to sense high temperature. The rating of the switch shall be 120oC ± 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 have cost iron housings equipped with external cooling fins: d. The pump/motor shaft shall be constructed of 420 stainless steel and shall be keyed to accept PART 3 EXECUTION the impeller. The impeller shall be secured to the shaft by a stainless steel locking bolt or nut. Shafts that have tapered or threaded ends for securing the impeller will not be acceptable. 3.01 INSTALLATION e. Sealing of the power cable entrance into the terminal chamber shall be provided by a bung-n 1. Installation shall be by others in strict accordance with the CONTRACTOR'S instructions and grommet in a compression fitting. Epoxy or other compounds used in the sealing of the power cable recommendations in the locations shown on the Drawings. Anchor bolts shall be set by others in FIBERGLASS ACCESS HATCH entry is unacceptable. The terminal chamber shall be isolated from the motor chamber by a watertight accordance with the manufacturer's recommendations. & COVER (LOCKABLE) barrier: & WATER TIGHT 2. Upon completion of each station, the PUMP MANUFACTURER shall inspect the installation and 5. Cable: submit a certificate stating that the installation of the equipment is satisfactory, and that the S.S. HINGES FIBERGLASS WET WELL equipment is ready for operation. 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 shall be sufficient to reach the control panel 3.02 TESTING 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 1. After all pumps have been completely installed, the CONTRACTOR along with the PUMP SUPPLIER panel through a minimum of a 2" diameter conduit. All float switches shall be pulled through a shall conduct in the presence of the OWNER and the ENGINEER such tests as are necessary to separate 2" diameter conduit. 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, O labor, equipment and incidentals required to complete the field tests. 2.03 ACCESSORIES 2. Prior to the final test, the CONTRACTOR shall flush all influent lines to the station and then shall 0D C 1. Access Hatches: remove all debris and sediment that has accumulated in the station bottom. The wet well and valve vault shall be equipped with access hatches of the single or double leaf VENT O construction in the minimum sizes shown on the drawings. The pump manufacturer shall coordinate 3. The Final Acceptance Test shall demonstrate that all items of these specifications have been met the wet well hatch size with the pumps being furnished while the valve vault cover shall be single leaf by the equipment as installed and shall include, but not be limited to, the following tests: with a minimum of a 36"x 36" clear opening. The hatches shall be fabricated of aluminum diamond a. That the quick release lift out feature functions properly and allows the pump to be raised and plate reinforced for a 300# load rating. The cover(s) shall be equipped with stainless steel hinges, lowered properly: P g That all units have been properly stainless steel automatic hold open arms, and :padlock hasps. Hatches shall be as manufactured by b. P P y installed and are in correct alignment. Hallida Product r El f ' S i It ` c. That the units operate without overheating or overloading any parts and without objectionable 2" PVC DRAIN LINE W/ "P-TRAP" PVC DISCHARGE SCH 80 PVC UNION OR FLANGE FIBERGLASS VALVE BOX (LOCKABLE) CEMERGENCY PUMP OUT W/ QUICK CONNECT CPLG. y s o ec nc pec a Y. vibration. 2. Float / Cable Hanger: d. That there are no mechanical defects in any of the parts. i, : . . A 300 series stainless steel cable holder with a minimum of six hooks of sufficient length and e. That the pumps can deliver the specified pressure and quantity of raw, unscreened sewage. strength to provide support for each separate cable shall be furnished. The float/cable hanger shall f. That the um sensors and controls perform satisfactory as to control sequence; ie, correct pump P y q start c T STATION T T (� PLAN L I I I J I A I i O I V be easily accessed from the hatch opening. and stop elevations, and proper alarm level functions. Switches: 3. Float Switch 4. If the pump performance does not meet the Specifications, corrective measures shall be taken or Float switches shall be U.L. listed non floating displacement type with sealed mercury switches in a the pumps shall be removed and replaced with pumps which satisfy the conditions specified. A chemical resistantpolypropylene casin Sufficient cable shall be provided reach g p o d to eac the control panel i i f i 24-hour operating period o .the pumps will be required before acceptance. If a pumping station co n without the need for splices or junction boxes in addition to providing ample cable for height not be put into regular service because of the lack of wastewater or discharge force mains, the "exercised" adjustments. Float switches shall be Roto-Floats as manufactured by Anchor Scientific. station shall be at a minimum of two times a month by the CONTRACTOR. 4. Fiberglass Basin (optional): 2" SIZE rr WATER TIGHT 2 PVC VENT FIBERGLASS VALVE BOX (2-3) FIELD INSTALLED STEEL 24 " 30 " 30 " 2.04 CONTROL PANEL: KNOCKOUTS FOR INSECTAISCREENNLESS ( X X D) A pump station control panel shall be provided for each pumping station. The control panel shall ELECTRICAL CONDUITS respond to liquid level float switches to automatically start and stop the pump to compensate for PVC EMERGENCY PUMP OUT variations in pump station influent flow as well as providing visual and audible alarms at high wetwell levels detection in the Panel 2 H V W/ QUICK CONNECT CPLG. C SC 80 PVC and visual alarms upon of moisture pump. shall be as manufactured by EL 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 on the drawings. -.-CABLE HOLDING �3' MIN. 1. OPERATION REQUIREMENTS: BRACKET 1 s" MIN. (S. S.) 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 2 0' circuits and duplex receptacle: , e ' SS LIFTING b. All um control o erations shall be accom lished b a float e li i I v p p p p y typ qu d eel control system CABLE r a a e e PLUG VAL operating on a 110 volt circuit. All control components shall be mounted in one common enclosure. 11 c. Control switches of the H-0-A type shall provide means to operate each pump manually or 2" PVC DRAIN PLUG VALVE automatically. When operated in the automatic mode, the control logic shall provide means to "P-TRAP") T.. manually select or automatically alternate the position of the "lead" and "log" pumps after each EL. pumping cycle. CHECK VALVE pump's 9 d. Provisions for the connection of each thermal overloads into a series configuration with 4 INLET �� - 48 " FILL BOX AS NEEDED WITH the holding coil of the appropriate pump starter shall be made. This circuit shall shut the pump down FIELD INSTALLED 2' MIN. CONCRETE TO PROVIDE in the event of motor overtemperature. The circuit shall be automatically resetting: Appropriately PROPER DRAINAGE &BALLAST marked terminals shall be provided for the connection of the -pump thermal overload leads. 2 SCH 80 PVC 2. CONSTRUCTION: a. The electrical control equipment shall be mounted within a NEMA Type 3R dead front enclosure, yP 5.0 SS PUMP " -SLIDE RAILS ( 2 SCH 40 AISI 304SS PIPE) constructed of not less than 14 gouge Type 304 stainless steel. LIFTING BAIL b. The enclosure shall be equipped with a rain drip shield on top and a dead front outer door fitted Y11, with a piano type hinge and a locking hasp. c. An aluminum inner door shall have cutouts to expose the operating handles of allbreakers and CONTRACTOR shall incorporate the components necessary for an operator to check the status of a pum R INSTALL GROUT 1.5 :1 -- PUMP DISCHARGE WITH SEALING FLANGE d. Control components shall be mounted on a removable back plate that is secured to the enclosure SLOPE CONCRETE GROUT AS REQ'D with collar studs. BY ENGINEER TO PREVENT FLOTATION 2.1 YD3 e. All control components shall be marked with legends for easy identification. Z u PUMP DATA CHARTWITH a MAKE MONOLITHIC POUR BOTTOM SLAB f. Control wire shall be minimum 18 go. AWG, U.L. #1015. All control wire shall be routed through plastic wireways with snap on covers and be neatly bundled and tie wrapped to form a neat assembly:EL g ^� PRIMARY PUMP CAPACITY 25.0 GPM _ ^ a . a (4- AEach wire shall be numbered both ends with Brady type wire markers. - CONCRETE BALLAST REQ'D g. Each conduit entering the control panel' from the wet well shall be fitted with a seal off PRIMARY TDH 11 1 FT �. �. �. �. v `} PER FOOT OF WETWELL DEPTH: connection as shown on the drawings. Each seal off shall be amply filled with a reusable and pliable PUMP CAPACITY SECONDARY UM CA AC Y N/A GPM 48" DIA. - .33 YD3/FT electrical sealing compound to prevent the intrusion of sewer gas into the control panel Chico or SECONDARY TDH N A FT / epoxy compounds will not be allowed. - I In . Laminated weatherproof wiring schematics of the panel circuits along with a component 0 PEAK INFLUENT FLOW RATE 3,94 .GPM �) { identification legend fixed the PUMP CYCLE TIME IN. CONCRETE BASE SLAB AS PER 20 MFLANGE BASIN ANTI -FLOTATION FAN shall be to the inside of outer door. Q SPECIFICATIONS. W/ # 4 REBAR 18" PUMP SYSTEM MANUFACTURER ABS O.C. 3. COMPONENTS: TI ELEVATION CHART PUMP MODEL NO. Pi anha S26- 2W a. All motor branch circuit breakers and motor starters shall be of highest industrial quality, and ® /� R,P,M: - - a TOP OF WETWELL LIFT J TA TI O I v 341 5 23.50 STATION SECTION securely fastened to the removable back panels with screws and washers. Back panel shalt be tapped - to accept all mounting screws Self -tapping screws shall not be used to mount any component. 10 HORSE POWER 5.5 TOP OF VALVE BOX 23.50 - b. An open frome, across the line, NEMA rated, magnetic motor starter, as manufactured by Square ELECTRICAL -VOLTS/PHASE 230 1 b INVERT 20.75 INLET I ER 0.50' D; shall be furnished for each pump motor, .All motor starters shall be equipped to provide overload Motor starter FULL LOAD F.L.A. PER PUMP A Oc HIGH LEVEL ALARM 20.25 __-1 0.50' protection on all phases. contacts shall be easily replaceable without removing the AMP. F.L.A. TOTAL d nd 19,75 Q motor starter from its mounted position. 2- PUMP ON 0.50' PUMP DISCHARGE SIZE 1 - 1 /4" © 1st PUMP ON 19.25 c. A duplex 15 AMP GFI utililty receptacle providing 120 volt 60 hertz, single phase power shall be > 0.25' mounted inside of the enclosure on the inner door. Q MIN. DIA. SOLIDS f0 PUMPS OFF 19.00 \ 0.50' d. A -_-_---_ model ____-__--_ shall be provided for connection of the panel to emergency IMPELLER DIA. 5 1 3/ 1 6" gU BOTTOM OF WET WELL 18.50 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 SWITCH DISCONNECT the "on" position at the some time, MODEL NO. CONTROL PANEL ELECTRIC METER (CONTRACTOR e. For alarm indication, A top mounted flashing light and horn shall be provided. An NEMA 4 LOCATE) silencing button shall be provided on the outside of the enclosure to silence the alarm horn only: In GENERATOR RECEPTOR A3042 (O.A.E.) _ LIGHTNING ARRESTOR an alarm condition, the light will continue to flash independent of the. horn. The alarm circuit shall FIELD MOUNTED BY automatically reset O ELECTRICIAN UNISTRUT (OR EQ.) f. A secondary lightning arrestor shall be provided. >> SEAL OFFS - (2") (2)- 2" CONDUITS REQ'D FOR 2 HP PUMPS g. A plug-in type 0 - 30 second adjustable timer shall be provided on the lag pump to prevent (3)- 2" CONDUITS REQ'D FOR 3 HP AND both pumps from coming on simultaneously after a power failure or connection to emergency power. x LARGER PUMPS (optional) _-_ 3/4 HOSE BIBB -� n --.WATER LEVEL CONTROL 4. OPERATING CONTROLS AND INSTRUMENTS ISE 3/4 GALV RISER--",', - TO PUMP NO. 1 - oo I -- TO PUMP NO. 2 S V R IR LEE E EQU ED a. All operating controls and instruments shall be securely mounted on the inner door. All controls ✓'' 2" GAL. PIPE OR EQUIV. and instruments shall be clearly labeled to indicate function. GRADE s POSTS b: Pump mode selector switches shall be Hand -Off -Auto type to permit override of automatic level N control and manual actuation or shutdown of either pump motor. Operation of pumps in manual mode not bypass safety Switches be _ TO WATER SUPPLY '� CONC. SLAB 48"Lx12"Wx10"D OR CONC, AROUND POSTS shall any shutdown. shall manufactured by Square D Company, NEMA GROUND ROD "DEEP 4X, providing three switch _ p g positions, each of which shall. be clearly labeled according to function. - NOTE: 12" 2r x 24 c. Pumprun indicator lights shall be provided and equipped g p q pped to operate at 120 volt input. Bulbs shall REDUCED PRESSURE BACKFY PREVENTER TO SERVICE LOCATION be easily replaceable from the front of the inner door without the need to remove lamp socket base ATE TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY LINE LIFT STATION ."FEBCO MODEL #825Y OAE" W/POWER CO.) 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". ELECTRICAL RISER 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 THE ENGINEER OF RECORD SHALL NOTIFY THE manufactured by Syrelec model PNR110 shall be provided for each pump to monitor the seal probe in COUNTY INSPECTOR OF THE LIFT STATION the pump: COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START-UP TO ALLOW FOR A FINAL INSPECTION. NInId-I�Ic0 2"0 PLUG VALVE PVC DISCHARGE LINE VE rn m m �_J _J 6) Q Q rZ Q -� C] ® U 10 ua Z FRP VALVE BOX O W rfl V) W � c7 h Z O 0 0 FIN GRADE z > Q x Q U a LL .= Z b r r � 2 'l o MIN Z Lo W Z PR 200 cal -q C3 Q 04 0 < IL a GASKETED PIPE o Z � a r� ° TOP EL. A O - - - - INVERT EL. O / INLET) C H.L.A. EL. 2ND PUMP ON EL. 0 _ 1ST PUMP ON EL. O PUMPS OFF EL. BOTTOM EL 0 U. SEE ELEVATION CHART FOR D THRU O LEVEL CONTROL DIAGRAM SHEET lam°'° OF 99-313