The URL can be used to link to this page

Home My WebLink About1995 - (#47) Water Line ExtensionIC LOCATION -MAP -11 A J T r 2, D�AN R�VER COUNTY -A�ii i _ � :� 2 INDEX OF SHEETS COVER SHEET PLAN SHEET DETAtL SHEEI D PARTM NT COU-NTY s - �l v 141s 1840 25th STREET, VERO BEACH, FLORIDA 32960 Prepared by RtV R o f _u__'l' I VtCtNITY MAP Q Q v F--, El D z W Q z _ El Q _ 18 17 16 15 14 13 12 I 11 10 TIE INT❑ EXISTING 6" WATER LINE CONSTRUCT EXISTING 6" GATE VALVE FIRE HYDRANT C❑NST - -C❑NSTRUCT 35 L.F. 6 / PVC WATER LINEC❑ i SINGLE SERVICE UCT 1 SI NSTRUCT 760 EE� 6" PVC WAT R LINE ASSEMBLY .Y.. L , CONSTRUCT (2) 6" GATE VALVES CONSTRUCT 6"x6" TEE CONSTRUCT 6" PLUG - ❑NSTRUC`%6" G,V, r _ CONSTRUCT 6" PLUG \�"-5' ❑F-E E,❑,P, (TYP) BRIST❑E STREET CONSTRUCT 2" TEMP❑RARY BLOW-OFF DATE: E TSHEET DRAWN K. ❑ THU BRT ❑E STRE No. Revision Date By No. Revision Date By j ( � T _ ; E CO'[-- T � � T DE P AR`I'MENT O F = r� `� SCALE j 3U 3-� j I DESIGNED B" `F RRY DRUM `� � '� - � -1 1840 25th STREET _ - r , . _ __ -- -- _ _ — _ _ T \,A/ -E�� EE X fE�N 3 g �`ERO BEAC K FLORIDA 32960 T j � T ^� ) ? APIDRUVrr Ty P;' RE ..T["R�,C❑UN Y PR❑JECT N❑ � � E- i \ L_ T 1 �l � I L-_ N ST[] � 0� � t li I I� �F � tTCFS t (407) 567-- 8000 1 ; - F.H. MAIN UNDER CONSTRUCTION-� RrAD VALVES SHALL BE LOCATED ADJACENT TO { ! TEE I I I i 1 i "---INDICATE DISTANCE FROM RIGHT OF WAY (TYP.) NOTES 1. VALVES SHALL BE LOCATED SO THAT ONLY 3 VALVES ARE REQUIRED TO ISOLATE ANY 2 RESIDENTIAL OR 1 COMMERCIAL BLOCK, 2. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED 1000' MAXIMUM, 3. A MIN. COVER OF 36' IS REQUIRED ABOVE BELL OF D.I.P. AND P.V.C. PIPE. 4. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARKERS INDICATING FIRE HYDRANTS. 5. PIPE INSTALLED UNDER PAVEMENT SHALL BE D.I.P, AND SHALL EXTEND 5 FEET BEYOND EITHER SIDE OF PAVEMENT. P.V.C. MAY BE USED BELOW ENTRANCE ROADS AND PARKING LOTS, IF INSTALLED WITH A MINIMUM OF 42' COVER. 6. DEAD END LINES, VALVES, AND HYDRANTS SHALL BE RESTRAINED. 7. ALL LINES MINIMUM 10' OFFSET FROM BUILDINGS. LOCATI❑N -DETAIL A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1' COPPER TUBING EXTENDING ABOVE THE GROUND, THE TUBING SHALL BE INSTALLED WITH A 180° BEND, I' UAIt V1 L PER TUBING 2ATION STOP '.V.C. PLUG ABANDONED w ri I RAIN NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. tropl .dwg :40. Revision (BACTERI❑L I]GICAL) TEMPORARY SAMPLING PINT Date 3y No. Revision Date By GRADE ROADWAY GRADE (SWALE) I CONCRETE PAD 30' SQ. X 4' MIN. !Qk.,ft 2° THICK W/ (1) / / '-' `' i i • . . �a No. 30 CONT. 2' LOCKING ` CURB STOP W/ P.V.C. PLUG �----- A PPR D Y E D COMPRESSION i , • .1 METER BOX FITTINGS . 12' MIN. I.D. 2' CORPORATION STOP . • ! • •• ' ; • - 1 C.F. 3/4' • GRAVEL OR RESTRAINED PLUG (M.J.) • I CRUSHED ROCK --- 2' POLYETHYLENE HORIZONTAL DISTANCE EQUAL TO DEPTH OF COVER /'!v�i ! �°/. 300MIN. 17 CONCRETE POURED • `° �' �� •I� : �� • �' fl �+ TO UNDISTURBED fl �: \ \ PRESSURE -TREATED NOTE) SOIL- d�.\� �.\; .�aPLYWOOD 1. COAT ALL EXPOSED THREADS �� ` \� `aj� 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 I.R.C.D.U.S. 4. ECLIPSE NO, 85 BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE FOUNDARY CD., .ST. LOUIS, MO. MAY ALSO BE USED, 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE IRCDUS, ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. 2" BLEW-❑EF- A FULL LINE FLUSH IS THE ONLY FLUSHING METHOD APPROVED BY THE INDIAN RIVER COUNTY DEPARTMENT OF UTILITIES SERVICES AND FIRE DEPARTMENTS SINCE OTHER METHODS MAY REMOVE LARGE ROCKS, CANS, BOTTLES, AND OTHER DEBRIS FROM MAINS. ALL FIRE HYDRANTS AND DETECTOR CHECK VALVES MUST BE INSPECTED AND TESTED TO ASSURE NO SUCH FOREIGN OBJECTS ARE IN THE FIRE FLOW. OTHER METHODS FOR FLUSHING MUST RECEIVE APPROVAL FROM I.R.C.D.U.S, EXIST. MAT" EXIS .. �.. ..� .. GATE VALVE NOTES 1 BEND & PIPE MAY BE USED FOR FULL FLOW FLUSHING kTER MAIN PROPERTY LINE P.B. GOOSENECK 3' METERS SHALL BE-\ LONG (MIN.) OR SWING LOCATED IMMEDIATELY JOINT OR APPROVED INSIDE THE RIGHT-OF-WAY\. EQUAL BY IRCDUS LOCKING UNLESS OTHERWISE I CURB STOP DIRECTED BY IRCDUS i (TO ACCOMMODATE APPROVED METER BOXES SHALL BE 'CDR SYSTEMS 5/8 x 3/4 METER) CORP.' POLYMER CONCRETE & OR 2' ' FIBERGLASS CORP. 2'-0' i ROADWAY 2'- 0' STOP - i-# FINISH GRADE I w ca u - -- - z IN LINE DUAL LONG S -RVICE I ' CHECK BY 1----- �---- ---- ---- .� IRCDUS cn SHORT METERS ,-- STAINLESS STEEL SERVICE (SEE NOTE 6) DOUBLE STRAP I SERVICE SADDLE FITTINGS ' WATER MAIN AS REQ'D. NOTES 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18' CENTERS (MIN.). 2. SHORT SERVICES REQUIRE 18' MIN. CDVERj LDNG 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 APPRDVED BY IRCDUS. 4. 1' & 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 HERSEY, MASTER ❑R EQUAL AND SUPPLIED BY APPLICANT. METERS 2 INCHES AND SMALLER SHALL BE SUPPLIED BY IRCDUS. 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/DR 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 IRCDUS. 7. CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED. LIMITS OF FLUSHING 1. GAUGE SHALL BE INSTALLED UPSTREAM OF FLUSHING POINT. PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. 2. PROVIDE ALL NECESSARY THRUST BLOCKS AND/DR OTHER RESTRAINTS, 3. COUNTY PERSONNEL SHALL, AFTER PROPER NOTIFICATION, BE PRESENT FOR ALL FLUSHING ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. INDIAN RIB' 1640 26th VM BUM, YU (40? 1 77O- (FILLING AND FLUSHING) C❑NNECTI❑N WATER SERVICE 2' W.M. 2' REDUCED. PRESSURE -� \ BACKFLOW PREVENTER WITH GATE VALVES FLOW ---s- 2' W.M. 2' UNION I - 2' W.M. if ELEVATION NOTES `� METER BOX w (METER NOT SHOWN) �I cy - w CL 2"° �-- 1/ ' P.B. OR P.E SERVICE LATERAL 1' P.B. OR P.E. SERVICE LATERAL LOCKING CURB STOPS BRASS COMPRESSION J WYE BRANCH LL=I= n IN LINE DUAL BRAOPSCFORD LOCKIOR MUELNG BLER) I � I{_ V I W CHECK BY IRCDUS WITH INTEGRAL -' METER COUPLING CENTER ❑PENING OVER METER(S) 1' MIN. CUSTDMERS METER x PIPING BOX a z (BY OTHERS) T(SEE NOTE x i z NO. 3) N , ! x 00 I , I OD 4' MIN. GRAVEL • .:.: ; : . OR CRUSHED ROCK C{�__ SS SErTI�IN NOTES w V 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 I.R.C.D.U.S. 3, MINIMUM SIZE OF METER BOXESi 1' SERVICE (12' X 20')j 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. 1' - 2' METERS SHALL BE HERSEY TURBINE. FINISH GRADE A. ALL HOSPITALS, SCHDOLS, COMMERICAL, INDUSTRIAL, AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK BACKFLOW PREVENTER AS DETERMINED BY UTILITY, 2. LOW HAZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL DOUBLE CHECK VALVE ASSEMBLIES BACKFLOW PREVENTION DEVICE. HIGH HAZZARD APPLICATIONS SHALL BE REQUIRED TO INSTALL REDUCED PRESSURE BACKFLOW PREVENTION DEVICE AS DETERMINED BY UTILITY. 3. APPROVED EQUALS HAVING FULL UL, USC, ASSE, AND AWWA MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY THE UTILITY. 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, COPPER OR DJ,P., AS APPROVED BY UTILITY. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT LEAST V-0' ABOVE THE HIGH WATER LEVEL, 6. PIPING 2-1/2' OR GREATER SHALL BE THREADED DUCTILE IRON PIPE. 7. APPROVED DEVICES ARE HERSEY, COMBRAC❑ AND FEBCO. BACI"�KELOW PREVENTER METER BOX w z cy w cef CL ER COUNTY DEPARTME ''$T O DRAIN BYo T. DRUM DATE f �►l�} �$` eft ? SHEET STREIT .�.. , ._ DETAIL SHEET DESIGNE BYa DRUM ._.._ �, /(.� .5*. )MA WMO -t 0 UTILITY '3.RVICES - APP�. BY T. PINTO cc..JU- N1, .. / OF 3