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HomeMy WebLinkAbout1997 Water Assessment Project Phase 2A (Box 30 #15)ASS S —AS 2 A WA- J--j �..- —V— cJL IVER 7 �v 11-AKE 0 >.I g JAV X:1) -14 0,!, C�'S%��_V m� ut} N U E! all I C A-��9 kt�AV O W4 r eRs ell cc <11 z & L 11 ��j 0 A Rarz v aria�V E Q14 AVERIAILL IS. T 4y! p" ,,DEMPSE�of�u��c VEA7A - 7"& v J1111. c ELLE �b�(�5� 2 U I -Z.— - — JORDON�; ti .:• / ' EBAS'fl C 6A&I. L ail - POTOM EARD' AVE -S - — QAV A 0A SE ECA AVE. - �07�,`-4 JAN 6u, RID i�' > (jDys v I UJIIT SWE cc kv Vm�q X yv000 4� / oo. AVE ILI I�ATER Ito 14 1 01 �A►iolf Ay-l'iAl ti owl L Im � 511vi It FflitiMUIL.IA R -!VERA INDIAN RIVER -iFLA It cc V 0 :0 Ig- I X OUNTY EX OF SHEETS o -!!nm CHELSEA L5vs DEVON &yt�' )> CLAIR AVE 0 W FERN 0. COVER SHEET 0 EEL GRAN R -AYF 1. m m > EEW MASTER INDEX � � 0 � _�P� Qua--������Q � � �� 0 NES-.--- AV Z- 0 0 •10 w wm 0 GU FSTRGA AV 4w s,rARIO> F AJES- 2 7. PLAN C10 PLm w 'ft4�N4' pi, , K�n 0 "=-,I I$ , '4 T ETBAY s R FAST` 1V T F1 r-AN j E 8* 9. DETAILS m ��po' FRANCIS Hut L!"L 1wig i & si A LOCATION MAP VICINITY MAP REVIEWED AND APPROVED BY: MICHAEL C, HOTCHKISS, FLA, P,E, 39514 FA NOTE; ALL PIPES ARE 6' DIAMETER UNLESS OTHERWISE NOTED, No, Revision Date By I No. Revision Date BY ®REI"-" INDIAN RIVER COUNTYDEPARTMENT OF 1840 25th STREET _ _,. _. _ ._.__-_ __. _.. _ . _-.....__ . __ ......._ ___ _____ r ...__._ ___ _ _... .__ "ERO (07j' 5FLORIDA 32560 UTILITY SERVICES TECHNICAL, BLANKEN DATE: i DESIGNED BY! i MICHAEL C, HOTCHKISS APPROVED BY, SCALE, REVIEWED AND APPROVED BY1 OCT. 97 V = 200' COUNTY PROJECT NO, UW-96-20-DS SCALE:1 = 200 ` Master Index Sheet BORE 6" P UNDER C01` (TYP.) CONST. 6" F AS SHOWN w/ MIN. 36" & RESTORE INSTALL INSTALL M.J. TEE OPEN CUT ASPHALT & RESTORE IN KINC CONST. 54 L.F. CL.: CONST. 8" AS SHOWN w/ MIN. 4,' & RESTORE MATCHLINE SEE SHEET 3 J CUT ASPHALT RD. STORE IN KIND. T. 72 L.F. CL.350 DIP. INSTALL AIR RELEASE VALVE (SEE DETAIL CL.350 DIP. SINGLE 10 L.F. PIEC \ FLANGE TO FLANGE w ASSOCIATED RESTRAINT CONST CL 350 DIP SPOOL PIECE — " 1R n SCALE I' = 60' FLANGE TO FLANGE I w ASSOCIATED RESTRAINT 17.0 (BOTH SIDES) CONST. 45 deg. (2)-- MIN. 16.0 _ M.J. BENDS w/ RESTRAINT 15.0 PER SPECIFICATIONS. --- 8-� (BOTH SIDES) ( 14.0 CONST. MEGALUG R ETA I N E R & GLANDS �_ r} _______ 13.0 PER SPECIFICATIONS. (BOTH SIDES) CONST. THRUST BLOCK (SEE DETAIL BELOW) HORIZONTAL SCALE: I" = 10' DITCH CROSSING R0ccNG VERTICAL SCALE: 1" = 3' �r r INSTALL RESTRAINED M.J. 45 deg. BEND JV\ 3" WIDE 12 GAGE GALVANIZED n , STRAP EMBEDDED IN CONC. \ A MIN. OF 12" CONST. 5'x5'x3' CONC. K(V�� 1' <TYP.) /THRUST BLOCK (TYP.) Vv !\\\, r' NYLON BEARING PAD UNDISTRUBED S❑ILS (TYP.T' `INSTALL 5—#5 rebar -- 5' (TYP) -I 4" LONG BOTH WAYS (TYP.) CUNCRETE THRUST BLOCK DETAIL_ N.T.S GENERAL NOTES 1. CROSSINGS MAY BE DRILLED & BORED IN LIEU OF OPEN CUT AT ALL LOCATIONS WHERE ENTIRE INTERSECTION IS SPECIFIED TO BE OVERLAID WITH ASPHALT. Avrv-t� 2. WHERE WATER AND MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE EWE OF D.I.P. , CENTERED ON THE POINT OF CROSSING. WHEN A WATER MAIN PARALLELS A SEWER MAIN A SEPARATION, MEASURED EDGE TO EDGE, OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. 3. ALL WATER SERVICE LOCATIONS SHALL BE DETERMINED BY y"4 w" ( CONTRACTOR; BASED ON CONFLICTS AND LAND OWNER'S REQUEST. �QhtT� b 4. WATER SERVICES MAY BE USED TO OBTAIN TEMPORARY SAMPLES. .�wu-�•t " Lt� _ 5. NO WATER IS TO BE SUPPLIED, UNTIL A LETTER ' OF CLEARANCE IS RECEIVED FROM F.D.E.P. 6. RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, PAND FITTINGS PER I.R.Co. STANDARDS.OIOL' 7. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION. 8. ALL HARD SURFACE DRIVES TO BE DRILLED AND BORED. IF DRIVEWAY IS DAMAGED, OR CANNOT BE BORED, ENTIRE SECTION OF CONCRETE FROM CUT TO PAVEMENT SHALL BE REPLACED. 9. ALL EXISTING SIGNAGE SHALL BE RESTORED IN KIND. LEGEND AND ABBREVIATIONS IRC IRON ROD AND CAP OAK SANITARY MANHOLE -- SIGN LB NO. LICENSED BUSINESS NUMBER PINE © DRAINAGE MANHOLE LIGHT POLE R/W RIGHT OF WAY CM CONCRETE MONUMENT PALM ® WELL j PUMP IN MAIL OR PAPERBOX MEAS. MEASURED INSTALL 12" x 8" P.U.D.E. PUBLIC UTILITY AND.DRAINAGE EASEMENT � HYDRANT SOUTHERN BELL BOX TAPPING SADDLE w/ SLEEVE. FD. FOUND SHRUB wv • , CABLE TV BOX AND VALVE. O.R.B. OFFICIAL RECORD BOOK WATER VALVE / P.R.M. PERMANENT REFERENCE MONUMENT `I3 MAPLE `-aj POWERPO` E INSTALL TEMPORARY JUMPER P.C.P. PERMANENT CONTROL POINT 5 WATER METER SEE DETAIL W-12 BM BENCHMARK CITRUS CLEANOUT t�- ELECTRIC Box F.F. FINISH FLOOR ELEV. ELEVATION ELM ® CATCH BASIN FOUND NAIL EE.0.P. EDGEF PAVEMENT O� A DELTA WAX MYRTLE LENGTH J BS.U.G BELL SOUTH UNDERGROUND, BE PALMETTO No BORE 6^ PVC. VV-M UNDER CONC. DR. OPEN CUT ASPHALT R[ & RESTORE IN KIND. CONST. 54 L.F. CL35[ OPEN CUT ASPHALT RD. & RESTORE IN KIND. C0NST. 54 L.F. CL.350 D INSTALL 6^ x 4 M.J. TEE ' BORE 5^ PV( UNDER CON[ INSTALL k4J, TEE OPEN CUT A3PH/ 8c RESTORE IN IK CDNST. 54 L.F. CON3T. G" P\ 45 SHOWN w/ MIN. 35" & RESTORE U OPEN CUT ASPHALT 8c RESTORE IN KIND, C0N5T. 54 L.F. CL.3 INSTALL 4' MJ.G.V ��k A��� ������ ������� �A m,��v��vv��v�u— ~»u�u~ ~�vvu—u~v —r No, Revision Date By No. Revision Date By c'? DEPARTMENT OF INDIAN RIVER COUNTY DESIGNED BY: 1APPROVED BY: SCALE,, /x -- 6/7' CONST. 6" PVC. W.M. OPEN CUT ASPHALT RD. AS SHOWN w/ MIN. 36" COVER MATCHLINE SEE SHEET 5 & RESTORE IN KIND. & RESTORE IN KIND. CONST. 72 L.F. CL.350 DIP. CONST. 6" ?`✓C. W.M. AS SHOWN w/ MIN. 36" COVER & RESTORE IN KIND. Lv!�� I, o rv',, vv.nn. r CONST 6" PVC. E W M UNDER AS SHOWN -,4 EXISTING STORM PIPE w/ 18" MIN. w/ MIN. 36" COVER ` & I I i _� " M.J.G.V': VERT. CLEARANCE. RESTORE IN KIND. — SEE DETAIL M-6 INSTALL 4 (TYP) aF INSTALL 6" x 4" M.J. TEE OPEN CUT ASPHALT RD. _ INSTALL 6" M.J.G.V BOKE 6" PVC. W. M. & RESTORE" IN KIND. UNDER CONC. DR. (`YP) INSTALL M.J. BEND, &PEN CUT RESTOREASPHALT RD. CONST. 54 ;L.F. CL.350 DIP. ,� CONST. 54 L.F. CL.350 DIP. a INSTALL 6 x 6 - - -+ — -- a' M.J. TEE — ----- — _ BORE 6" PVC. W.M. —INSTALL 6" x 6" INSTALL 6" x 6" , UNDER CONC. DR. (TYP) \ M.J. TEE B.S.U.G M.J. TEE 6" MJ.G.V 6" M.J.G.V CON$T. 6" PVC. W.M. :. t3 _ AS SHOWN � w% PAIN. 36" COVER j INSTALL 6" x 6" J i & RESTORE IN KIND. I M.J. TEE ON 6„ M.J.G.V �.;.. \ OPEN CUT ASPHALT RD. CONST. 6" PVC. W.M UNDER OPEN CUT ASPHALT RD. & RESTORE IN KIND, EXISTING STORM PIPE w/ 18" MIN. MATCHLINE SEE SHEET 3 & RESTORE IN KIND. CONST. 54 L.F. CL.350 DIP. VERT. CLEARANCE. — SEE DETAIL M-6 CONST. 54 L.F. CL.350 DIP. (TYP) No, Revision � Date By No. Revision Date BY cR`� INDIAN RIVER COUNTY f 1840 25th STREET VERO BEACH, FWRIDA 32960 �4ORiP (407) 567-8000 DEPARTMENT OF UTILITY SERVICES MATCHLINE SEE SHEET 6 SCALE; 1 ' = 6 U ' EXISTING F.H.A MATCHLINE SEE SHEET 4 No, Revision Date B No,eviSi�i-� Duty Bar DATE: Y R\, INDIAN RIVER COUNTY DEPARTMENT OF TECHNICAL• BLANKEN OCT 97 SHEET -- - SCALE!_1.60 _ . SEBASTIAN PHASE 2A !iY 1840 25th STREET _ _ _ VERO BEACH, DESIGNED 32960 DESIGNED BY MICHAEL C. HOTCHKISS T T PROJECT t r Y_-_pR�(407) 587-8000 UTILITY SERVICES tAPPROVED BYE COUNTY PROJECT NO. UW-96-20;-DS WA 1 E R AS S E S S M E N i IT : SEBAS1 IAti 1 8 �.� -� OF I. I I i i I i i I I� f I I' t 1 I I OPEN CUT ASPHALT RD. & RESTORE IN KIND_ `_'ONST 36 L.F CL.350 DIP. ; No.I Revisiotn I I .. I I I I ) I yr uv "1u I r%,Dr c 1/-NL— i [\U. BORE 6" PVC. W.M. +II INSTALL 6" x 4" & RESTORE IN KIND. t i I UNDER CONC. DR. (TYP) I ( M.J. TEE 1 I CONST. 54 L.F. CL.350 DIP. 4" M.J.G.V \ CONST. 6" PVC. W. M. I i I ., t INSTALL 6" x 4" 1 AS SHOWN M. \ — J. TEE wj MIN. 36 COVER i 4" M.J.G.V & RESTORE IN KIND.db rlf db f BORE 4" 'PVC. W.M. ,-INSTALL 6" M.J.G.V UNDER CONC. DR. (TYP) �. / INSTALL M.J. BEND 11.25° CONST. 4" PVC, W.M. AS SHOWN CONST. 6" PVC. W.M UNDER INSTALL F.H.A I w/ MIN. 36 COVER EXISTING STORM PIPE w 18" MIN. I I & RESTORE IN KIND. VERT. CLEARANCE. — SEE DETAIL M-6 ,w CONST. 6 PVC. W.M. i I (TYP) AS SHOWN 44 w j MIN. 36" COVER 1 & RESTORE IN P-JND. I OPEN CUT ASPHALT RD. INSTALL F.H.A & RESTORE IN KIND. OPEN CUT ,ASPHALT RD. CONST. 54 L.F. CL.350 DIP I & RESTORE IN KIND. .OPEN CUT ASPHALT RD. - + CONST. 54 I L.F. CL.350 DIP. INSTALL 6" x 6„ & RESTORE- IN ;BIND. _ M.J. TEE CONST. 54 L.F. C�.350 DIP. — 1 BSU . dh - / CONST. 6" PVC. W.M. INSTALL 6" x 6" M.J. TEE BORE 6" PVC. W.M.' _-- -- INSTALL 6 x 6" M.J. TEE AS SHOWN INSTALL M.J:.. BEND co 6" M.J.G.V UNDER CC�N(. DR (TfP) 6" M.J.G.V w/ MIN. 36" COWER 1 1.25° 0 � CONST. 6" PVC. W.M. & RESTORE IN KIND. G ---"'AS SHOWN w/ MIN. 36" COVER & RESTORE IN 'KIND. BORE 6" PVC. W.M. UNDER CONC. DR. � TYP) CONST. 8"`^ VC. W.M DER EXISTING STORM IPE w 18 MIN, 1 , VERT. CLEAR NCE. - SE DE AIL M-6 (TYP) INSTALL F .H.A CUT A0HALT RD- OPEN OPEN CUT ASPHALT RD, & RESTORE IN KIND. 0- INSTALL 6" x 6" � & RESTORE IN KIND. / g.5. INSTALL 6" x 6" M.J. TEE �--- U•V CONST. 18 L.F. CL.350 DIP. / M.J. TEE 6. M J.E CONST. 72 L.F. CL.350 DIP. 6" M.J.G.V -, — —� _ — INSTALL 12" x, 8" — SADDLE B.S.0 G B.S.U.G 5.0 & , _ _ _ - , TAPPING AND VALVE SLEEVE, a t - HST. 8" PVC. W.M. CO � AS SHOWN . ' ASPHALT RD. CONST. 6" PVC. W.M. INSTALL 8" x 8" /" _._ SINS L 8" x 8" w/ MIN. 36" COVER OPEN CUTBORE 6" PVC. W.M. M.J. TEE / M.J. T & RESTORE IN KIND. , 1 & RESTORE IN KIND. I j INSTALL F.H.A AS SHOWN , ' C�7NST. 54 L.F. C D._ DIP. I UNDER CONC. DR. (T`'P) 8" x 6 M.J. 8" x 6 J. w/ MIN. 36" COVER REDUCER' (2) REDUCER I & RESTORE IN KIND. 11.25° M.J. BEND 6" M.J.G.V. t 6„ M.J.G.V (2) INSTALL M.J. BEND 2 5° - 2 CONST. 6" PV'_ W.hvi UNDER I EXISTING STORM PIPE w/ 18" MIN. VERT. CLEARANCE. — SEE DETAIL M-6 ! CONST. 6" PVC. W.M UNDER I (TYP) 1 I n _ ---__. y CONST. 6" P /C. W.M. EXISTING STORM PIPE W/ 18" MIN./ AS SHOWN _ c — :;a w ` MIN. 36 COVER VERT. ,CLEARANCE. SEE DETAIL M 6 U k t / i & RESTORE !N KIND. (T(P) BORE 6" PVC. W.M. I INSTALL 6" x 6" ,% UNDER CONC. DR. (TYP) I BORE 6" PVC. W.M. I r I M.J. TEE INSTAL F. / M.UNDER CONC. DR. (TYP) G. _ .. kri Drkte i By i No] Revi�-ic)r s OPEN CUT ASPHALT RD. & RESTORE IN KIND. CONST. 54 L.F. CL.350 DIP. ND IAN RIVER COUNTY 1840 25th STREET VERO BEACH, FLORIDA 32960 (407) 567-8000 INSTALL 6" 6 MATCHLINE SEE SHEET 5 _ —� Ivi.J. TEE OPEN CUT ASPHALT RD.� M.J. BEND & RESTORE IN KIND. 11 25° CONST. 54 L.F. CL.350 DIP, 6" M.J.G.V //�� �EPJ-�RTMENT OF 'TECHNICAL: BLANKEN DATE OCT97 SEBASTIAN PHASE -;r�EET 2A _ _ _ T _ _ - SCALE 1' = 60' MICHAEL C. HflTCHKISS DESIGNED BY:COUNTY WATERASSESSMENT PROJECT UTILITY SERVICES APPROVED BY PROJECT NO. UW-96-20-DS 0F" =l CONST. 6" PVC. W.M UNDER EXISTING STORM PIPE w/ 18" MIN. VERT. CLEARANCE. — SEE DETAIL M-6 (TYP), OPEN CUT ASPHALT RD. — & RESTORE IN KIND. CONST. 54 L.F. CL.350 DIP INSTALL 8" x 8" M.J. TEE 8" x 6" M.J. REDUCER (2) 6" M.J.G.V OPEN CUT ASPHALT RD. & RESTORE IN KIND. CONST. 54 L.F. CL.350 DIP.- uu INSTALL F.H.A / BORE 6" PVC. W.M. INSTALL M.J. BEND UNDER CONC. DR. (TYP) 45° — 2 CONST. 6" PVC. W.M. AS SHOWN ✓ w/ MIN. 36" 'COVER & RESTORE IN KIND. CONST. 6" PVC. W.M UNDER _BORE 6" PVC. W.M. EXISTING STORM PIPE w/ 18" MIN. y UNDER CONC. DR. (TYP) BORE 6" PVC. W.M. VERT. CLEARANCE. — SEE DETAIL M-6 UNDER CONC. DR. (TYP) (Ty P) ' ---- INSTALL 6" x 6", INSTALL 6" M.J.G.V%� M.J. TEE INSTALL; F.H.A / 6" M.J.G.V CONST. 8" PVC. W.M. AS SHOWN w/ MIN. 36" COVER & RESTORE IN KIND. CONST. 8" PVC. W.M UNDER EXISTING STORM PIPE w/ 18" MIN. VERT. CLEARANCE. — SEE DETAIL M-6 _._ __------- INSTALL T.H.A nh i -- - - - - - a - - - - - -- - --- - - - -- • NSTALL F.H.A- 0- CONST. 6" PVC. W.M. AS SHOWN w/ MIN. 36" COVER & RESTORE IN KIND. IRC IRON ROD AND CAP LB LICENSED BUSINESS NO. NUMBER R/W RIGHT OF WAY CM CONCRETE MONUMENT MEAS. MEASURED P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT P.C.P. PERMANENT CONTROL POINT BM BENCHMARK F.F. FINISH FLOOR ELEV. ELEVATION E.O.P. EDGE OF PAVEMENT R RADIUS 0 DELTA L LENGTH B.S.U.G BELL SOUTH UNDERGROUND. LEGEND AND ABBREVIATIONS OAK (S) SANITARY MANHOLE PINE 0 DRAINAGE MANHOLE PALM ® WELL / PUMP SHRUB a HYDRANT wv MAPLE WATER VALVE gyp° WATER METER >� CITRUS 5� CLEANOUT ELM ® CATCH BASIN WAX MYRTLE PALMETTO OPEN CU1 .ASPHALT RD. & RESTORE IN KIND. CONST. 54i L.F. CL.350 DIP. 01 CONST. 6" PVC. W.M. AS SHOWN: w/ MIN. '36" COVER & RESTORE IN KIND 1 � GENERAL NOTES BORE 6" PVC. W.M. UNDER CONC. D=. (TYP) CONST. 6" PVC. W.M. }' AS SHOWN w/ MIN. 36" COVER & RESTORE IN KIND. v � � INSTALL MJ. BEND 1 1 .25 OPEN CUT ASPHALT RD. & RESTORE IN KIND. CONST. 36 L.F. CL.350 DIP MATCHLINE SEE SHEET 6 1. CROSSINGS MAY BE DRILLED & BORED IN LIEU OF OPEN CUT AT ALL LOCATIONS WHERE ENTIRE INTERSECTION IS SPECIFIED TO BE OVERLAID WITH ASPHALT. INSTALL 12" x 8" TAPPING SADDLE INSTALL TEMPORARY JUMPER & SLEEVE, AND VALVE. SEE DETAIL W-12 \� .INSTALL M.J. BEND 22.5° ='' OPEN CUT `ASPHALT RD. INSTALL M.J. BEND , & RESTORE IN KIND. 11.25° CONST. 18 L.F. CL.350 DIP. a . �'— CONST. 6" '-,PVC. W.M. AS SHOWN.. -'a C 36 COVER & RESTORE IN KIND. — t E INSTALL 6" x 6"� INSTALL 1 sc' M.J. ;TEE 1 6 M:J.G.V d C CONST. 6" PVC. W.Y UNDER G RAN D N AVE EXISTING STORM PIF,E w/ 18 MIN. - VERT. CLEARANCE. ---, SEE DETAIL M-6 (TYP) �'— INSTALL F.H.A r 2. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE SEWER WILL BE 20' OF D.I.P. , CENTERED ON THE POINT OF CROSSING. _ WHEN A WATER MAIN PARALLELS A SEWER MAIN A SEPARATION, MEASURED EDGE TO EDGE, OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. -� SIGN LIGHT POLE 3. ALL WATER SERVICE LOCATIONS SHALL BE DETERMINED BY CONTRACTOR; BASED ON CONFLICTS AND LAND OWNER'S REQUEST. In MAIL OR PAPERBOX 4. WATER SERVICES MAY BE USED TO OBTAIN TEMPORARY SAMPLES. 0 SOUTHERN BELL BOX 5. NO WATER IS TO BE SUPPLIED, UNTIL A LETTER • CABLE TV Box OF CLEARANCE IS RECEIVED FROM F.D.E.P. co. POWERPOLE 6. RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, tN ELECTRIC Box AND FITTINGS PER I.R.Co. STANDARDS. ® FOUND NAIL 7. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION. 8. ALL HARD SURFACE DRIVES TO BE DRILLED AND BORED. IF DRIVEWAY IS DAMAGED, OR CANNOT BE BORED, ENTIRE SECTION OF CONCRETE FROM CUT TO PAVEMENT SHALL BE REPLACED. 9. ALL EXISTING SIGNAGE SHALL BE RESTORED IN KIND. TECHNICALi BLANKEN DESIGNED BY: MICHAEL C. H❑TCHKISS ,APPROVED BY: SCALE; 1 " = 60' DATE: SEBASTIAN PHASE 2A OCT 97 SHEET SCALE, I = 60 ! COUNTY PROJECT NO, UW-96-20-DS — WATER ASSESSMENT PROJECT OFF J PROVIDE TRENCH SLOPE AS REQ'D, GRADE CV DETECTION TAPE o' SEE NOTE j 6' MAX. LAYERS OR OTHER APPROVED MAINTAIN TRENCH METHOD TO ACHIEVE WIDTH 2'-0' ABOVE Z 95% COMPACTION TOP OF PIPE SEE NOTE 4 �ul MAXIMUM WATER LEVEL 4' MAX, ALLOWABLE DURING LAYERS CONSTRUCTION :.� AT 95% 3/4' DIA, BEDDING. ROCK 12' PIPE 12' OR PEA ROCK WHERE .D. UNDISTURBED CONDITIONS REQ'D. TRENCH W DTH SOIL_ ,W, NOTES 1 WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED METHOD OF CONSTRUCTION. 2, SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O, T-180. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL, 5. TRENCH WIDTH 'W' = PIPE O.D. PLUS 2'-0', 6. 2' WIDE IDENTIFICATION TAPE (NON-METALLIC) TO BE ATTACHED TO PIPE. TAPE TO BE MARKED - WATER LINE, FORCE MAIN ❑R REUSE. TRACE WIRE SHALL BE ADDED CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-16) 7, ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT DRAWING (UNPAVED AREAS) NO. TRENCH DETAIL M-1 ASPHALT SURFACE FINISHED GRADE �---- 36' SQUARE i 24' SQUARE .i � i �O ° (1) - NO, 30 ° ° CONTIN. ° ° CONCRETE ONE (1) ° ° PAD NO. 30 ° CONTIN. LIMEROCK SLIDE TYPE BASE VALVE BOX SLIDE TYPE VALVE BOX TYPE I TYPE II POLYETHYLENE (VISQUEEN CAST IRON STAY -PUT COVER OR EQUIVALENT) RAISED LETTERS MARKED: 'WATER' AS APPLICABLE OR 24' MAX, -1 'SAN. SEWER' AS APPLICABLE OTYPE I ° PROVIDE EXTENSION AS SHOWN NOTES L SEE TRACER WIRE DETAIL, DRAWING NO. VALVE AND BOX M-7 v V` EXISTING I BASE TRENCH WIDTH 'W' + 4' MIN, SURFACE RESTORATION 6, MECHANICALLY MIN. SAW EXISTING PAVEMENT o U REPLACEMENT D' SEE NOTE 6 N 6' MAX. LAYERS OR OTHER APPROVED METHOD TO ACHIEVE 95% COMPACTION 4' MAX, LAYERS AT 95% 3/4' DIA. BEDDING ROCK OR PEA ROCK WHERE CONDITIONS REQUIRE NOTES 12' I PIPE 12, O.D, TRENCH WIDTH 'W, LIMEROCK BASE w IN 3 LIFTS AT Ld 98% O M \ MAX. WATER LEVEL ALLOWABLE DURING \/ CONSTRUCTION UNDISTURBED SOIL 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. (1-1/2' MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.kS.RT.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 2' WIDE IDENTIFICATION TAPE (NON-METALLIC) TO BE ATTACHED TO PIPE, TAPE TO BE MARKED - WATER LINE, FORCE MAIN OR REUSE, TRACE WIRE SHALL BE ADDED CONTINUOUSLY ON ALL PIPE. (SEE DETAIL M-16) DRAWING (PAVED AREAS) NO. TRENCH DETAIL M-2 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.) WATER OVIDR NOTES 1, VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. DRAWING NO, VALVE BOX PAD M-8 FINISHED GRADE CONC. ENCASEMENT 6' MIN, BETWEEN OUTSIDE DIAMETERS OF PIPE (TYPJ SEWER WATER MAIN SECTION A -A UTILITY OTHER THAN SEWER • SANITARY CONCRETE SEWER ENCASEMENT CONCRETE ENCASEMENT z z2'-0' MIN, WATER MAIN p a WATER MAIN WATERLINE TO BE OVER TOP OF SEWERLINE WHERE POSSIBLE. CLASS 1 CLASS 2 ENCASEMENT DETAILS NOTES N.t,S. 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, S❑ AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2, MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3, WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I,P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH, 4. WHEN THERE IS A cnNFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATT' MAIN (OR FORCEMAIN) THE WATERLINE (OR FORCEMAIN) SHALL BE CLASS 52 D,LP, OR CONCRETE ENCASED. DRAWING NO, UTILITY ENCASEMENT M-3 AIR RELEASE VALVE 1/2' P.V.C. AND FITTINGS 2' DIAMETER STAINLESS STEEL OR BRASS 2' DIAMETER NIPPLE STAINLESS STEEL OR BRASS NIPPLE 2' STAINLESS STEEL DOUBLE STRAP 2' BRASS CURB SERVICE SADDLE STOP WATER MAIN NOTES 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE I, R, C, D. U, S. 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND PLACED AT SUMMITS IN THE SYSTEM. 3. AIR RELEASE VALVE TO BEINSTALLED ABOVE SURROUNDING GRADE PER. D. E, P. 4. SEE TRACER WI RE DETAI L. DRAWING (AUTOMATIC - WATER / SEWER) NO, ABOVE GROUND AIR RELEASE VALVE DETAIL M-10B 0 0 0 0 0 0 0 0 0 ^ mo a a o 0 0 0 0 0 0 0 0 ^ ^ i ce N uin o 0 0 0 0 o 0 m C 0 a a CC o 0 0 0 0 0 o n p N F, N i 0 O i d fV o 0 0 0 0 0 ^ N y N cu J N N L }� v N O ,y o 0 0 0 0 o V O o N m O 4" � N N N � c H m o 0 0 0 n y y, m o m ,r O ti N N (U s "a Q) � h N m fU v (U C d Q1 I L J ^' N fV v N in !U +' ONJ a L - M o 0 a o in III h Y7 0+ 0 a! 0 4N o qq •D I() �` N N In N cF d N N O +' W h 41 co m 4) N 0 to d d a #¢ ,N. N M m q J O o 0 o Ui N N N O o 0 �cu v U � a N ti a N o s cE d N a U d Q v N N m a N W Oo+ o 0 o n S 41 W W 4 _ £ ; a O 1!'I O lPl o 0 0 o b O cu 41 In 4 > tN d s N N N N m 13 d Ls a LQ a- o LA s o +a N tV m m V' o u1 ID d HcuN Ou LA s rn t 0)N Vt N (� IA i/7 o to 0 o U7 6 j) In b +> 41 L rn _c ,� J N m m o rn .D m D+ rn T E N Cn to C OI d oa m Ca m m N v cH +' C N in ID 00 a, N N ID (U T5 -0 i' OI ass �m 9 d L + wry awl o iv m o a o m iv a a s i L u o d >,L I c a N ,-r N N co co d V d a d 5 I+'A L a viu m1-0 �s a � 04- DRAWING RESTRAINING NO SCHEDULE AND NOTES M-5B 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 HQT SOLDERED (50/50 RESlN 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, IRST LOOSEN NUT, STRIP 3/4" OF MAIN THEN STRIP 3" MIN_, WRAP ONCE WIRE & 4. Of BRANCH AROUND BOLT, 1 TWIST, 2 WRAPS 3/4" "DO NOT CUT WIRE" r TIGHTEN NUT AFTER WRAPPING TRACE WIRE AROUND THE BOLT. WRAPSSOLDER WRAPS BRANCH SPLICE DETAIL FINISH GRADE PUT WEB UNDER BOLT SEE DETAIL ABOVE. CONTINUOUS /14 THHN N SINGLE CONDUCTOR 4' MIN. COPPER TRACE WIRE HALF HITCH J HALF HITCH ON BEHIND EACH EACH SIDE OF BELL ALL VALVES EP FINISH GRADE WANCH T� IRE HYDRANTS hTSE�RVICE TAPS y 14 THHN SINGLE CONDUCT OPPER TRACE WIRE. HAtF HITCH AT ALL SERVICE TAPS. & EACH END OF ALL FrMNGS. . mall- N.T.S. TRACE WIRE DRAWING N❑, DETAIL. M-16 GRADE OBSTRUCTION-�� 36' MIN, 1-711 COVER RESTRAINED -----�<�PRESSURE MAIN JOINTS 45' OR 22 1/2' ENCASE AS REQ'D, J BENDS (M.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 OBSTRUCTIDN 36' MIN, COVER +v 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 CROSSING - DEFLECTION TYPE NOTES 1, THE' DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE, ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL THE FITTING TYPE CROSVI NG 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 I.R.C.D.U,S, 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES. M.P. WITH MECHANICAL JOINTS MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, S❑ AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 6. SEE TRACER WIRE DETAIL. DRAWING NO, UTILITY CROSSINGS M-6 ASBUILT 8' PLUG �+ T 0 P.OEL� 4.63 NOTE: A MINIMUM TEXT SIZE OF 1/8' zw 8' ASBUILT 8' P,V.,R-6 TURNS SHALL BE REQUIRED ON ALL PROM IOT STA. 0+37 ASBUILT SURVEY'S. R/W 11E BEGINNIIJ< A! END OF ASBUILT 8' 90' BEND CaNsr. Ono EXIsr! c 7' STA. 0+62 WITH KNDVN STATE PLANE T.Q.P. EL. 4.42 COORDINATES AND SHOV ON ASBUILTS. ASBUILT 8' FORCE MAIN PAVEMENT o ASBUILT 8' 22 1/2° BEND F. M. UNDER W.M. f z CD STA. 1 + 15 W/ENCASEMENT 3� T.O.P. EL. 4.89 STA. 123+18 (18' L) A.Y. T.O.P. EL. 6.44 pox ASBUILT 8' 22 1/2'BEND F.M. UNDER SAN. S. AIR RELEASE w STA. 1+22 F.M. T.O.P. EL. 5.50 VALVE OVER W. M. T.O.P. EL. 6.52 SAN. S.T.O.P. EL. 6.40 STA, 1+38 ASBUILT A.R.V. TAP A.Y. TO.P. EL. 6.43 I STA. 1+28 ASBUILT 8' SLEEVE 1' STA. 122.25 (18' LEFT) 3' P.V. T.O.P. EL. 5.32 11` R-114 TURN q -CORNER x ❑F BLDG.- STA. 2+ 75 x F. M. UNDER TEL. R / W 00 F. M. T.O.P. EL. 5.35 q - CA N TO TEL. EL. 6.25 0 w �yCo. R/W `� w PRE. LONE �• -T 3+ 0 T - T & 121+00 122+00 123+00 PRN NOTES E X STING) ASBUILT 8' RV., R-4 TURNS I. ITALICIZED PRINTING SHOWN ABOVE REPRESENTS THE MI NI MUM I NFORMATI ON STA. 122+74 TO BE PROVIDED BY THE ENGINEER'S/CONTRACTOR'S SURVEYOR TO IRCDUS T.O.P. EL. 4.40 ON REPRODUCIBLE ASBUILT SURVEY DRAWINGSi ALL ASBUILT SURVEY'S TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3 1/2' COMPUTER DISK IN AUT13CAD R12 DR R13 FORMAT OR LATEST. IF A CADD SYSTEM IS NOT AVAILABLE, ORIGINAL ASBUILTS SHALL BE FURNISHED AND WILL BE SCANNED INTO AN AUTOCADD R13 FORMAT BY IRCDUS FOR DIGITAL STORAGE. A FEE STRUCTURE IS AVAILABLE AT THE OFFICE OF INDIAN RIVER COUNTY, DEPT, OF UTI L. SERVICES. <SEE M18A, M18B 6 M18C FOR ASBUILT/CONSTRUCTION REQUIREMENTS.) 2, BASELINE OF CONSTRUCTION L STATIONING OF ITEMS TO Bt ON THE CENTERLINE OF THE PIPE, 3. TOP OF PIPE ELEVATIONS L STATIONING TO BE TYPED LISTED, SEALED 6 SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES AS CONSTRUCTION PROCEEDS. 4. CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER OF TURNS TO CLOSE EACH VALVE. 5, CONTRACTOR TO PROVIDE NAME OF BUSINESS IRO RESIDENCE, STREET ADDRESS AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO LINE EXTENSIONS. 6. ASBUILT UTILITY LINES SHALL BE SHOWN WITH A WIDER SOLID LINE. EXISTING UTILITY LINES SHALL BE SHOWN WITH A THIN DASHED LINE. (EXAMPLE) DRAWING N0. ASBUILT DRAWING M-17 REVIEWED AND APPROVED BY; ___ MICHAEL C HOTCHKISS ELA P E No, 39514 No. Revision Date By No, Revision Date By �/ER _. naTE: TECHNICAL BLANKEN OCT97 SHEET F� � INDIAN RIVER COUNTY DEPARTMENT OFSEBASTIAN PHASE 2A 1840 25th STREET _-._._._. _ _�____ __.,...___._ _ -___ v _ _� .._�____ �__ __ _.._ SCALE DESIGNED BY: vERo BEACH, FLORIDA 329608 MICHAEL C, H�7TCHKISS WATERASSESSMENT PROJECT •�L�RI�P• 407 567-e000 UTILITY SERVICES :._.._____..._..... :APPROVED BYI OF I COUNTY PROJECT NO. UW-9(,-T4-DS REFLECTIVE MARKER — ROAD MAIN UNDER CONSTRUCTIIIN F H. NOTES R/W (TYP; n a C4 — — � ROAD VALVES SHALL BE LOCATED ADJACENT TO TEE INDICATE DISTANCE FROM RIGHT OF WAY (TYP.) 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. DRAWING (VALVE AND FIRE HYDRANT) NO L❑CATION DETAIL W—I A CORPORATION STOP SHALL BE INSTALLED WITH A / LENGTH OF i' COPPER TUBING EXTENDING ABOVE THE GROUND, THE TUBING SHALL BE INSTALLED WITH A 180° BEND. I' GATE VALVE i' COP ER TUBING t `1 iu -Z GRADE c a 'CORPORATION STOP WITH P: V C PLUG ? WHEN ABANDONED ZI WATER MAIN NOTES L TEMPORARY SAMPLING PINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. DRAWING (BACTERI❑L❑GICAL) NO TEMPORARY SAMPLING POINT W — 6 (2) - 3/4' GAL V. FOUR HYDRANT GUARDS M.J TIE RODS AS REQ'D. BY IRCDUS SEE NOTE I(BELOW) 90? 6' ANCHOR COUPLIN ' SEE NOTE 3 (BELOW) 457 GATE VALVE W MECHANICAL JOINT 6' ANCHOR TEE FOR 6' GATE VALVE. VARIES 6' (MIN.' PLAN VIEW WATER MAIN CONCRETE THRUST BLOCK PUMPER NOZZLE FACING ROADWAY VALVE BOX ACCESS GRADE ti DIRECT iZ CONNECTION ° z w a (ANCHOR TYPE)zo iv g ch U \ f6' G.V. 6' PIPE 1.5 CU FT. CONCRETE \ \ 6' (MIN.) CONCRETE THRUST WATER MAIN BLOCK UNDISTURBED NOTES CROSS SECTI❑N S❑IL I. HYDRANI GUARDS TO BE 4' DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT, 2. C OF THE PUMPER CONNECTION SHALL BE 18' MIN. ABOVE THE fL 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 ME➢ALLION F2545. 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF APPROVED BY IRCDUS (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. DRAWING NO, FIRE HYDRANT DETAILS W-2 GRADE ROADWAY GRADE (SWALE) CONCRETE PAD '•/i ' �' ���� 30' SQ. X 4MIN. :�i .;►/. w\. �:► THICK W/ (1) /.. ►/ �a 2' No. 30 CONT. 2' L❑CKING CURB STOP W/ P.V.C. PLUG APPROVED COMPRESSION . ° METER BOX FITTINGS ° • ° 12' MIN. I,D. 2' CORPORATION STOP . :! 1 C.F. 3/4' GRAVELOR RESTRAINED PLUG (M.J.) . ° CRUSHED ROCK 2' POLYETHYLENE HORIZONTAL DISTANCE ' 30° IN, EQUAL TO DEPTH OF COVER , 'p '; °� CONCRETE POURED TO UNDISTURBED �` \�.� n\: \ `•� \ PRESSURE -TREATED NOTE S SOIL a\ PLYWOOD 1. COAT ALL EXPOSED THREADS ��� �'��• WITH COAL TAR ENAMEL BEFORE BACKFILL 2. THRUST BLOCK HEI,,"T 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 CO., 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. DRAWING NO, 2" BLOW —OFF IW-3 FEBC❑ Y DBL, CK, 2' G,V, 2' SCH 4�, L_v, (TYPJ 'T' or 'Wye" (TYP.) PRESSURE GAUGE 2- METER SEE NOTE 10 (TYPJ I1� -ltl Li w 2' SERVICE EXISTING GRADE 18' MAX SADDLE 12' MIN P z M.J,GV. FORD FB 1700 0 2' CORP, STOP OM :a NEW W.M, i '.* - TIE-IN VALVE TO BE CLOSED AND LOCKED, EXISTING WATER MAIN SECTI❑N L 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. DateNo. Revision �ERNo. Revision Date By c� INDIAN RIVER COUNTY 4 1840 25th STREET VERO BEACH, FLOREDA 32960 •�4ORIgP• (407) 567-8000 DRAWING TEMPORARY NO. JUMPER DETAIL W-12 CAS DEPARTMENT OF UTILITY SERVICES f/ / � W GVv w P,E, GOOSENECK 3' z LOG COR SWING OR JOINT ❑R APPROVED r EQ AL BY IRCDUS � L❑CKING CURB STOP o (TO ACCOMMODATE APPROVED METER BOXES \InW/j"JU" �JU U' 5/8' x 3/4' METER) SHALL BE 'CDR SYSTEMS 1', 1%, CORP.' POLYMER CONCRETE & I ❑R 2' 2'-0' ROADWAY 2 -p• FIBERGLASS CORP. STOP FINISH GRADE lJ V X I V1 w 0 12' ' U Z ZIN LINE DUAL ❑NG S RVICE CHECK BY IRCDUS STAIN ESS STEEL SERVICE SHORT METERS D❑UBL STRAP (SEE NOTE 6) SERVI E SADDLE FITTINGS WATER AIN AS REQ'D. NOTES! 1. SUCCESSIVE TAPS INT❑ THE WATER MAIN SHALL BE A MINIUM OF 18' ON CENTER, 2. SHORT SERVICES REQUIRE ClWMIN_)OVER; 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 IRCDUS, 4. 1' & 1-112' 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 MANUFACTURED BY HERSEY, MASTER OR APPROVED EQUAL BY THE I.R.C❑, DEPT. of UTILITY SERVICES AND SUPPLIED BY APPLCANT, METERS 2' AND SMALLER SHALL BE SUPPLIED BY IRCDUS. 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 IRCDUS. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. 8. METER BOXES SHALL BE EXTENDED INT❑ PRIVATE PROPERTY IN CASES WHERE PLACING WITHIN RIGHT-OF-WAY WOULD RESULT IN OBSTRUCTING FLOW PATH OF swAL�ATER SERVICE W-4 METERS SHALL BE LOCATED IMMEDIATELY INSIDE THE RIGHT-OF-WAY UNLESS OTHERWISE DIRECTED BY IRCDUS C SEE NOTE 8, DETAIL W-4 ) 1 1/2' P.E SERVICE LATERAL METER BOX w (METER NOT SHOWN> 1' P,E. ? SERVICE J LATERAL r w ` 0 I O a LOCKING CURB STOPS BRASS COMPRESSION WYE BRANCH IN LINE DUAL. BRASSTOPS(F❑RDING CURB OR MUELLER) PLAN VIEW CHECK BY IRCDUS WITH INTEGRAL METER COUPLING CENTER OPENING OVER METER(S) 1' MIN. CUSTOMERS METER PIPING BOX ¢ z (BY OTHERS)-� (SEE NOTE f NO, 3) N m 4' MIN, GRAVEL OR CRUSHED ROCK CROSS SECTI❑N NOTES 1. METERS OVER 2' MUST BE APPROVED BY I.R.C.D.U.S. 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 BOXES, V SERVICE (12' X 20'); 1 -112' AND 2' SERVICE (17' X 28'), 4, METERS GREATER THAN 2' SHALL BE MASTER METER OR COMPOUND AS REQUIRED AND APPROVED BY I.R,C.D.U.S NOTES: 1. A temporary jumper connection is required at at[ connections between existing active water mains and proposed new water main improvements. 2, The Temporary Jumper detail (W-12A) is to be used for filling any new water main of any size from the existing active water mains and for the flushing of new mains up to 6' diameter (2,5 FPS minimum velocity) and for putting bacteriological samples from from any new water main of any size, 3, The jumper connection shall be maintained until after the fitting, flushing, testing and d`sinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies has been +-eceived, 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 shalt 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 F,D,EP 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 order one year from installation by a qualified back flow technician as approved by Indian River County's Utility Engineer, 7, Except as required to flush lines greater than 6' diameter, the tie-in valve shalt remain closed and shall be Locked in the closed position by the utility company. The tie-in valve shalt remain locked closed until the new system has been cleared for use by FDEP and all other pertinent agencies. 8, Upon receipt of clearance for use from FDEP and all other pertinent agencies, the Contractor shall remove the temporary jumper connection. The corporation stops are to be closed and plugged with 2' brass stops. 9. Alt installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings valves, etc,, shall be the responsibility of the Contractor. 10, If the water main to be flushed is larger than 6' diameter or such length that a -Putt 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 DRAWING N❑. JUMPER DETAIL W-12 NOTES CBS TECHNICAL BLANKEN DESIGNED BY: MICHAEL C. H❑TCHKISS APPROVED BY: DATE: SCALE REVIEWED AND APPROVED BY1 METER BOX DRAWING NO, W-5 MICHAEL C. HOTCHKISS, FLA, P.E. No, 39514 OCT,_97 _ SEBASTIAN PHASE 2A SHEET COUNTY PRCIJECT NO, UW-96-20-DS INAT E R AS S E S S M ENT P R O J E CI o