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HomeMy WebLinkAbout1999 Water Assessment Project Phase 2C (Box 30 #17)A ASS ss I D 0 1 c I w A S 2 C UW 9"7 12 DS IVEI� 7s. z Ej�H w Lo1 m ,j "I )iiziL j, .01A i�wl� --" VY7 I ORIMOND (A 16 DICK rTERSW '0Z _F G_ CA L i AVE-101 L VV­ (pl.HAVERH 2 I.L A S iu (r ALAS -w I-V' 'INDIAN RIVER EA \11Y.OELLE FkV= F) RO 4t-AVE R =V OZ IG C4 POTOMA AFtDuj r\-'.\OUNTY INDEX OF SHEETS EBASTIA A CO DOCTOR !HL.AN �'E . L fn I —A 'OSE L-4 a NICS1 AVE N, poi- NA Al��AV/ , WAS A H Al —/ CARNA 1 wljjCODY "'p j ASS COVER SHEET 1-twiliTc" 0. Igis 14 R JI 11. 1. MASTER INDEX U) JAM �Al KENDALL z V, CIR It BERPA I 81f CKI- Up�k kp- IT C IVERA P -E V, 0" 20 7. PLAN LiA' > AW AVE Ncp c 8wE 0 DETAILS cp AVI, GRAN UER -AVE fA 4 23 -ENESEER , LOCATION MAP VICINITY MAP REVIEWED AND APPROVED BY: MICHAEL C. HOTCHKISS,\ FLA, P,E, 39514 10 0 tr) V IJ 'p J., 7. W,Vl 1 4�O A "J v L Prnf,ie D D, 3 6 rn I r), �.,Ovelr v- -`ONV. R 45 deg. 2' NA J. _BT-NDS, w/ l--"---,T RAIN P, F�. R SPf-z-&FICATICN'�-?, '131-111H SIDE'S", CO�A` T. lJEGALU,-1 p ,[TAINIER ez GID*-jD"�3 -TI Prof`,e D--9 Z-2 7.0 6. EL 4. 5,0 I 4O iv 12� ONSI, 45 oeq, p 1 p 1,4 -1, p ik-,'S G ME ALUC i E RETAINEL-R v E .P.. FR , HUNE SE SHEOr 3 32 N .A. (0 R E M G N T-- 10 MATCHLINE SEE SHEET 4 �O c� 00 0 '42 ,gyp 0) 6mp +00 lw 115 -0 DIP. kV, ("N' EFRED, 2 () L, F .3 C)N�j u Ee N R N! I P E w, 18" M lu N u E R EX'lS-,DN(-'- 41 N 7 DE71-Aill- N or) 41 VER 3EAPANCE(l "ALl F.1 A IN i L L t- H C"(--)NSf 6" RVC. V00 N C) +00 1 1 0 % 82 rn > 24' P- sort— By! 8" N 6 PVC. EI y ch OD 12 (0 T! m LiRE CTIC NAL BORE- u. P, F— DIREL'CTIONAL BC -)RE b" H.ro.p E J S-CALE, 60' I I 6. RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, AND FITTINGS PER I.R.Co. STANDARDS. 7. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION. GENERAL NOTES 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. 1. CROSSINGS MAY BE DRILLED & BORED OR DIRECTIONAL BORED USING H.D.P.E IN LIEU OF OPEN CUT --------------------------------- AT ALL LOCATIONS, WHERE ENTIRE INTERSECTION IS SPECIFIED TO BE OVERLAID WITH ASPHALT. 9. ALL EXISTING SIGNAGE SHALL BE RESTORED IN KIND. PVC MAY BE UTILIZED AT ALL ROAD CROSSINGS, IN LIEU OF DIP PROVIDED 42" OF COVER IS MAINTAINED. 10. FINAL GRADE OF RESTORATION SHALL BE 2" BELOW SODDED GRADE TO ALLOW FOR SOD DIFFERENTIAL. 2. WHERE WATER AND SEWER MAINS CROSS WITH LESS THAN 18" VERTICAL CLEARANCE, THE WATER MAIN WILL BE 20 OF D.I.P. CENTERED ON THE POINT OF CROSSING. 11. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED INTO REAR YARD DITCHES. , WHEN A WATER MAIN PARALLELS A SEWER MAIN, A SEPARATION, MEASURED FLUSHING INTO FRONT YARD SWALES IS FORBIDDEN BY THE CITY OF SEBASTIAN. EDGE TO EDGE, OF AT LEAST 10' SHOULD BE MAINTAINED WHERE PRACTICAL. 12, ONE ROW OF BAHIA SOD SHALL BE PLANTED AT EDGE OF ROAD, IF DISTURBED. 3. ALL WATER SERVICE LOCATIONS SHALL BE DETERMINED BY CONTRACTOR; BASED ON CONFLICTS AND LAND OWNER'S REQUEST. 4. WATER SERVICES MAY BE USED TO OBTAIN TEMPORARY SAMPLES. REVIEWED AND APPROVED BY, 5. NO WATER IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS RECEIVED FROM F.D.E.P. MICHAEL Cl HOTCHKISS, FLA, P,E. No, 39514 DAI E! 'C, f4 r PT NDIAN RIVER COUNTY DEPARTMENT OF TCCHNJCALL. A N K F: 9A SEHAS3 HAN PHASE ZU 1840 25th STREET ED BY! S C A L E 2 VERO BKESIGN EACFLORIDAFIDRIDA 32960 MICHAEL C. HOTCHKISS WATER ASSESSMENT PROJECT (407) 567-8000 UTILITY SERVICES APPRVVED BY, '-'D INJ Y 7-1 "DRIVE' FOR 12" W,M., IN LIEU OF OPEN CUT & RESTORE IN KIND, MATCHLINE SEE SHEET 4 CONTRACTOR MAY DRILL BORE UNDER DRIVE. r, NO 14 �M4L' Et 1 6 0' IN 107 1 H A BORE 6" PVC. WM� INSTAI j UNDER CONC DR. ui 1 0 C.l < 21 20 19 18 17 16 15 14 13 12 1 1 )&- BORE '12" PVC. 29 UNDER CONC. DR. (Typi 10 20 W,-' XW 0� cmp NG.- Imyu f0 ',CL. 1011,15 0 N�. - I X io rr w. " '6 t 71 18,0 36" min. 1 -7.0) Cover 6.0 1 E, 11:1 14, 0 15.0 4, 0 W M 18" Min. 6' P V W.m 3. 0 G CONST 6" PVC, VVJAj. 28 P L AS SHOWN ko �() "IT" CIOVER 10 19 C-ONST, 45 dea, (2) 1 2 3 4 et " PVC. 'N. M U N D E R M. BENDS w1l RESTRAINT RESTOR !N K! iNSTALL F H STORM PIPE wl 1. 8" MIN. 7 a 9 10 PER SPECIFICATIONS. (BOTH SIDES-N D'I'D: E 6" P\/'1-­ A-1 NA, ( ) EXISTING OPEN tSPHALT RD. T ()ET t, VER I � CLEARANCE. SFE ;AiL M-6 P, I-ST & R-STORE IN KIND, CENTERED UNDER -4S r NA1, DRAINAGE PIPE /TYP.) RETAINER & GLANDS \,xfL_J E=_ I, Tj CON'3T. 36 ..F, C1­350 DIP. 111 JALL F, x 6 5 ITyp') "'ONST. MEGALUG 27 -------- 6 M_ j 131. V PER SPECI FICA T,ONS (BOTH SI18 DES) A 1+00 2+00 3+00 4+00 5400 6+00 7+00 8+00 S89-14,4 E 897.17' 3+00.05 SM 1 �-4 5Tk 9+30.6a T, 7 Rim El, 18,50 26 P r o fi I e D 6 17 0 is 17 16 I r13 10 C, 0 N S T . 6' PVC. "N.M, AS SHOWN 19 15 14 12 1 1 0 W IM I NIL COVER RESTORE IN K7 25 + Rk- 10D.07 6 C3-. F, 1_21�22 W. 100.40 _- 00,OU 9,710 CONST. 20 L,F -6" Z' UNDER XISTING STORM Cl .350 DIP16W.M CENTERA ' ' I PIP I N. I - VERT Cri EARANCE Y Y'P \ -- r F, SEE DETAIL M- I 10 11 12 Z, 8.0 36" mirt. El_ 16 0 11.0 Cover 16.0 18"'Min. 6 P �v W.M 1 4_5 14,0 CONS'T> 45 deq, CL '�, m' OPEN CJ__ ASPHALT RDL _m 13 BENDS w/ RESTRAINT PER SPIECIFICATIONS. (BOTH SIDES", 0 E IN KIND. 5 24 RESTO i r-,_6­QL._1r50 DIP. W.M CENTERED, _)NS-f, 51 L,;'. CL,350 D I P. CL -CONST. 20 L I 14 1 2 3 4 5 6 7 a 14 15 T * C., w M I N. CONST. ME('3ALUG Pip, 6" UNDER EXIS IN, � . VERT. CLEARAI'JE SEE DETAIL M­6 R T AINER & GL0,10S V M.JI�ac1 T E BORE 6" 'FIVC M ST i L Z NDEF C­NC. DR, (TfF" iN X L F,H.A 4+3a I F� E_ 1z--X\Z F llns\ INSTALL 6" A Ak, 10 77 'A 23'� 4C A A A 1 4 7, M�j� TEE 11+00 ItT3 6" M�j G-V 1+00 2 3+0 5+00 6+w 7 S+00 9+00 310-04 -- 4 -- -- 4 1 Rim Ej, 18.50 S891M'467E -A)7r 1, L Vk- 40+19.W y y N W - 27,4A 6* PVC W. 10000 100'70 -4 41 40100 J_ (IDN'ST. 6" PVC, W 97.48 SHOWN _N CUT A.�' PH 22 0 PE AJ in D, C, WTI,.-, MI IN. 36" COVE� 0 & RESTORE V1 KIN'D_ 3 4 RESTORE IN KIN-J, _) r 0 CO�ST. 54 LL F CL­ 13 OT- 25 24 23 22- 21 20 79 18 17 16 15 4 CONST. 12" C. \i'i,M1_ AS SHOWN 36" min. 17.0 Cover 16, EL. 4,00 15. 10 wl MIN, 36 ,OVER & RESTORE IN KIND, 18" Min. D 21 'A Ifs"i 4 - I L)o E3 CD 6' P.V.0 W,M P. t 2 ab9. M C4 "A "Typ�) 6" DIP L M, �&3�5 Pipe C r o s sin g M t- INSTA11 1.2" x 6 1' M.-J. BENDS wl RESTRAINT L N. 17'R see PrcJ_ile D-5 CONST� 45 deg. (2) 11; ­!� 'ED, bl' P T �G S71ORM PE w/ 8' M I N. S-F M - 6 -E (2) PER SPECIFICATIONS. (BOTH SIDES" T-\(p � " M.j. TI: 0 L - : 1 9),- (THIS SHEET) F 00N�z T, 6" PVC� 10,14A. 6" M�J,GX (2, INSTALL F, H.A X `vertical Skale: 1" 'ONST. MEGALUG 61 20 1 2 .3 4 'AS SHOWN 7 9 10 17 C k % S_ 21D "RED, ST. 20, L,F 1� , L_ COVER C C N:_j 18.50 R Z Honzontai Scale: 1" 10' RETAINER & GLANDS BORE 6" PVC. WJk W IIIN. 36" �, F­6" CL,3150 DIP� IN.VI CEN7Z 18.50 R 'STORE IN KIND,M PIPE w/ IT MIN� 14.00 S PER SPEC, PICA71 IONS. (BOTH SIDES'� HNISTALL M UNDER GONC, DR, RE UN DER EXISTING SiST, Ix 14.50 E J. f3END 1, ANCE TY�P,' SEE DEIAIL M­­6 \ VE,7%T. CLE R 13.50 E 2.. j L-i EE- 14.50 W I 61 -18 24C i J"PVC IM" A 1 #00 24:60 5+00 64,W 8+00 10+100 10&45= 1+00 3: -1 A I ------- A.- A- + 1 9 JQi;i��9 -E 079.22' STk- J+ 17.15 37+2Q02 W,- MOO RC OPEN C'JT ASPHAI.T RD, W-�- 100r LAI .40 a-. 11100." S-31 CPipe Crossilg riES J 41. 100,50 - Hw.- 100A9 18.50 sp-e Profilie. D-7 S-331 C tCONST. 54 L.E.­_35;0 Dip "THIS SHEE 04 18.5g R 14M OPEN CUT ASP -14A i 13 LT RD. 15.50 S 18 23 22 21 20 is 17 16 15 RESTORE 16 IN KiNr_,� 12 .00 E C INS'4 L.F, CL,35 'IP LLJ 20 m fipe Crossing df^ F7 E3 L CD � En LAJ 17 all - ky5- - C, z L) 1 2 3 4 5 6 6A 7 a � 7, '­ 15 -RENIC_A/E 6" V CAI & CT N N 16 11Z I-x' iN'STALL TEMPORARY JUMPER 0 MATCHUNEI PHASE tB 19 STA, 13.34,92 SWTIIE�. D Ey V S D C, -t e S. y -7 ■ R1 ER DEPARTMENT OF NDIAN•VICOUNr"Y 1840 25th STPJZT VERO BEACK FWMA 32960 (Q7) 567-8wo UTILITY SERVICr, ee Prof;!e D-6 IHIS SHEET) REMOVE 123' M.J, CAP & CONNECT INSTALL TEMPORARY jet 10 F_s-_3_0T_C 1�7"CHNTCAL,i KANKEN DE: NEB BY� MICHAEL 04 HG'.Cf4K!SS APPROVED BY. *M., IN JFL� OF OPEN CUT & RESTORE OR 12 j CONTRACTOR MAY DR;LI_ BORE UNDER DRIVE. IN KIND, �o S-29 C 18.50 R 15,50 N 16.00 S 16.00 w REVIEWED AND APPROVED BY; j 18 R MICHAEL C. HOTCHKISS, FLA, P.E, No. 39514 DATE' APRIL 90 SEBASTIAN PHASE 2C SHIECT 3 SCALE; WATER ASSE SN"ENT PROJECT C 13- 0-4 T Y P R0ji,,-7 NO, N L c L L c L N 1C. o r D P, y 1 0 ir�STA!-L F.H,A Revision Dote i By NDIAN RIVER COUNTY 1840 25th STREET VERO BEACH, FLOREDA 32960 (407) 567-8000 DEPARTMENT OF UTILITY SERVICES BLANKFN DESIGNED SY� MICHAEL C, HOTCHIMISS APPROVED BYL I APR.fl- 98 SCALE, COONTY PROJECT N10 UW-97-12--DS I --MIC-H8EL C. HOTCHKISS o FLA, H,F - Uo. JJnlft H F: SEBASTIAN PHASE 2C SS4 1 " I WATER ASSESSMENT PROJECT u- MATCO'HUNE SEE SHEET 4 MATCHUNE SEE SHEET 7 REVIEWED AND APPROVED BY, MICHAEL C. HOTCHKISS, FLA, P.E, No, 39514 DAT- S H By 1 A IS, a A, DEPARTMENT OF INDIAN RIVER COUNTY S EBASTlAN PHASE 2C --------- ------- 1840 25th STREET 5 DESIGNED BY, _ ___ _ __ __ __ ___ ___v _ __ ___ _ � _ ___. _ ____ _ __ ____ __ ��_ _� ___ _ _ ;, VERO BEACH, FIDRIDA 32960 MICHAE' HOTCHKISS APPROVED BY1 WATER ASSESSMENT PROJECT (407) 567-8000 UTILITY SERVICES G! N I PRF ��T D UV-9' D z MATCHUNE SEE SHEET 7 �j f— CONS T. 65" PVC;. W.M. AS SHOWN 22 MIN. 36" COVER 2 RE4ST0PE IN K':PJ, < E3 L_ Q -0 C N ST. 20 1_1p�lC­4" CL.350 DOM WJl CUNTEPED. -.9 1 _OPM PPP E '18" MIN. JNDER Et X: 7 10 18 1 � % SORE r,)" PVC, W. M, "I 6 VERT -`E DETAII M-6 CLE4,A-NCE (TYP.) '3 L L p­ t I.j T ASPHALF F-,F.' UNDER CONC. DR. (!Yl 21 NSTALL �"ALJ. C N S T 6 L.F. CL-350 & RESTORE IN KIND. 10 9 -r I \ I I ® A 2'2 5 iNs"Irk-L 6" X -Alk, LL ILJ I j 4 -a, 16 M, J. T Ell 19 ICI 14."Y, J cl, v 5 6 �0 3+,W 5+00 A 20 A `d :: ' -_ ". h ! I - --"- - -- .... ___._ \ -- STA.- 74 62.41 0 P Z. K IND, 3+410 517.58 N89*57'56V c SPAL, RD. - _5 CL S, T F ­L 17 io STA. 9+94.521 'UN 6 t�,�'Fjo 1,11F. 4 1�,- 'r t�ORE 4" _�Rf' IN -r,T!?0N 4 R T'-:'N T LL 20 / F I--' Tf* 5rRLcrlQE_ 100XV, 7 C P,::� r J4 5+49.8 'UNDCR CONC. DR. (T' 5 0 6 4+00 5+00 GAY AVE CONS 4" 'N� — — -- — -------- + 00 ID -o AS SHOWN Lr W, Nvl� 1 N. 36" RESTORE iN KND� �Oox STA� 3+00.00- 3 7 21 -7- CD 2 7 18 D 9 V1 I __ 0 1 ( I �., r,-)N ST , 2 0 L. I] - 6 C UNDER EY!STING STORM PIPE vv/ MIN. !NSTALL M,"J. BENE UJI RT C-1 E A R `1 '1 F L ?_�. - t_ "-- M - 6 1.- 2 19 2 22 & RESTORE IN KD, 6 iNI V) �n __4 3 D F N'l R E[ 4 14 73 12 10 SE tDFT,4hL_ v 6 W - Wft V) N S ­v­ E: A' 17 Li lb 0 E N K� z RIE K;NID, 23 20 5 m 5 6 1+00 2+00 3+00 3+ k- im t- 5's, 494.52 Nh 54'28-* is; 7 BEN! _49 STA: 5+49.85 t 4, t �.y R E� 6* STA: 6+94.52 `PEN -il AS", fj jtr. c AS E:9 x & R' 3 j �4:"! 15 4 C 1 qP 3 5 6 7 STA: 11+56.56 4 2 4+00 4 Z- 7+001 "'rSTA- 6 :A. LUS AVE 3_1_ 4977' N8954'29k* IN__TAjJl fa- 15 AS i OW N + Rb �? , - l 3+00.00 M.J. TE E_ i f w/ M 1 3 6 VER ry 1� R-ESTORE N i N f),��e N S If C Ci DIP, CU,�-­Rpf_, L r X, --TOIRk PiPE ,A,,/ V;l's. 2 15 14* 13 12 3 25 ASP 1AL.-I FIC, )PEN �7 'C) F,'F - 6' _ DER CONC, DR. RES�ORE !N KIND. U ND W iW, '27,28 (D BORE 6" Pvll._­ 'kV, 3 7 C4 N D'ER C 0 NC". _X L. V 1NSI L - U. BEND, CL.- lf*.97 2 22 . 55 2 NG. 100 so STRUMA ti 13 x 26 !NSY'ALL 5" x 4 tv! T P F ! \ 1­� " -". ­ r i 0' 2 4'-(11.111 D�AREICII 10NAL Fi _L F ED =R UTILI / Bi % * Ad' BOX STA: 15+43.80 5 6 7 8 9 10 6 7Q 12 op , *- Pipe Crossing I I 27 4. V4- ia+oo 171?lt 10+00 see Profile D-22 -Al 4, A L_ L I 0'-'EN '1j; -SPHA� ' RD (T H I S Sig' FT 19.50 R INSTALL 6" x 6" -'RE I KIND, RESTC11 STA: 3+94.52 5. 2 10' 5-14 C 16.70 S �1__ �_ — __ I B S, U - 'CC)NST, 36 r; r�o D! �D ;,� ;V; li, i I \,: 1,A.J. TEE r 4 1• L---- 17.00 E Z_w, 97,1 A" c DIRECT'ONA' i _ ii . L HW,- 15.00 W STA_' 6" %,;.(,-�v MC,- 10010 19.50 R BORE Ov'E'R CONST. 45 d-q. MG.- 100.20 17.00 W 6 xx Yvl. M. M. -lj I B E �,-j DS vy! 1-<L',)WAr�T cuw Hw.- MOO 7 8 R S,W- 97.36 W _��8-24 RCP B S 1�4, G, — PER SPFCiFI('.ATl`I`,4`. 19+OR4,9.77' 9'541.*42E 20+W 22+00 5 6 C"ONSTI. 4" PVC. WAll -.-- __ f ___ - - 24+00 25+00 309.39' SB--54'42E 26+00 2a+aa-2 i 909.62' S89-54'42'E- AS SHOWN d bL, A STA.* 3+09.3V0A TV /M"OV ER ,GF 'CIJU__1111"_l. _VEGA�Ut "0 0 vVV RESTORE 1' KiND, ljA�E TP RET , NE , ND" )_ 'BrjH -IDFS) S-13 Z� LL_ iJ !pe Cross' ing 1 �,,NSTAILL J' M. J. . T F EE x 6"' INSTALL kll�J- BEND iNS-TALL f?'" 6" �ee f�)-cflie (J­_ _T HIS _ET 1 45' 2 "-,'ALL F.H,A­­_ M. J TEE y u 10 S H E ED NA F=:' E_ E__ + 19 18 17 16 15 14 13 12 I BASK M ALLJ HOOP Ll CD P-t, -#� I I I I 7 _— --E�3 3 8 c I I � � I I I i l I I c 3 2 3 4 5 6 MATCHLI NE 7 PHASE 8 B 9 EVOVE -C" V_J� P.NST& L TEMPOR 10 U,P & CONNECT., R" Ju a Nv 9 STA_- 24+34.72 7— cssl cru V S! 0 D Tp �f ,� INDIAN _PR COUNT y DEPARTMENT OF j 1640 25th STREET VERO BEACIL FWRIDA 32960 407) 587-8000 UTILITY SERVICESAF T REVIEWED AND APPROVED BYE MICHAEL C. HOTCHKISS, FLA. P.E. No, 39514 ApEa . , SEBASTIAN PHASE 2C 6 "Y c4T ECT NO, Uw - 7'S WATER ASSESSMENT PROJECT I a ASi AL T !NVALL- lRANSjTTfjN C20PILING r PRCUv !DF "RANSITION V ROM i i", llvc� I'll] tw LW-r, Sur Sillige n Lnq 3 iNi-i]N CD! >'LiNG PR(IVIDF TRANSITION 81 r1s.WE f PRFJVii)(FRANSITIONI FROM 12' PVC ,Ll 12- ONI� I pm-i. HDFE. FPCW 9' PVC� Al PVC: ul,M 'w"'M -N*Sll L-C", Pvc I, TN(-t _j p" -------B-ARBER ST, FLEMING, ST. �NSITA[Jll- */AY OF ��ATER MAIN E D E A I L F 0 R, WO P'll) I NO 00` SiGfV NO-T �7 i-IN' F-TT A, MIA) Hortzontat Sco(pt 1 = 2:10' Vertic--,al, Sic it t` R rL'-- D lU C E D JR Y T'\V 0 PL A s ; INSTALL. P - WAY SIGN INDICATING LOCATION OF' WATER MAIN SEE DETAIL iL FOR. WORDING OF SIGN $0 H A-5phal t i I Asph'Al t �24 4 Groi JPITJ DIRCCTIONAL BI 12, H-D-pf UNDER WATERv� AS SHOWN, 1A INSTAL', T jT FANS L ION COUPk TNC, FPCIVIDL TRAN�\1710N' �N�ftflt 1�,r '-�mp &en s0i"way FROM S' PVC TO 8' PROVIDE TRANS1170N HDPE, FROM 3' FV', TO SPULWAY HDPE, CONST, 6' PVC, WM 8' PVC ',W�M OAM 101( 757-- 24.0 22,0 22.0 21,0 Hortzontat Scaip, I' S'cake; 19,0 17,0 PLAN 1W 'Ai-L -A i�N if'uli'Ayl INC L,01CAT 10N [IF WATEP MAIN SEE DET Alli- AF "R WORDING OF SK-,N PIT nj I i ;,I r, DIREC flIDNAL BORE 81 t-0.R E UNIDEP %WA FPWA'f AS PROFILE PROFILE PROFILE CROSSING #3SPILLWAY CROSSING #1 CROSSING #2 WATER MAIN CROSSING BEFORE DIGGING - Al- - ,UINSHINE STATE `ONC AT 1-800-432-4770 SIGN WORDING DETAIL INDIAN RIVER COUNTY 1840 25th STREET VERO BEACH, FLORIDA 32960 (407) 567-8000 MICHAEL C, HOTCHKISS, FLA, RE, No, 39514 CKUSHED URPOUNDi'G BA0 t, - �tlp "HOSE IT 47 i - __�_, 97c7., j LP --_ --- ------ Ml r- T OR 'STRAW I K 'PACE U C N K I ul'� T­ JL ^C (,A!-- DRUM 4 NY a CC, STORM SEINER INLE A FLOW ._j DET& (,RAVEIL iN.,ET RLTER 'SEE E_:CIS CATCli BASIN FILT:.-,R DETAIL) HAY OR STRAW 8A.'LES SIORM SE-0-E-4 IN�F PC R F R.4TE S 101 ES OF DRUM A80v';__ 8AFFLEE W/13 '4*^, HOLES 8" O,C 64. WAY WELD 4 C[ IP%i TO DRUM -11 SUPPORT BAFFLE 2"x2"x4' WOODEN STAII ES (2 FOR EA. BALE) FL( ri - 11 TER AY OR '__-�_TRAW BAI F S11-1 ) LI N.T.S, NAIL A SILT FENCE UKE THIS TRAPS THE SEDIMEN't IN RuNOVF WATER ON SITE WHILE PASSING RELATIVELY CLEAR. WATER. TtPfCALLY I`T IS MADE , 'P OFILIVESTOOK WIRE FENCE FASTENED ONTO WOODENrENCE POSTS. A FILTER FABRIC, SltCHAS CELANSE'S MIRAF1 140 OR CARTHAGE MILLIS POLLYFILTER-X, IS FASTENED TO THE FENCE. THE BOTTOM END OF THE FABRIC LAJU IN IT AND T14E TRENCH EACKPLLED. THE SILT FTNCE* A TEMPORARY SILT CONTROL MEASURE IS REMOVED ONCE VEGETABLE COVER IS ESTABLISHED. EVENTIIALLY, THE SUN'S RAYS WILL DEGRADE THE PLASTIC VtLTER FABRIC. WOODEN PC ,S' WiRE FENCE }CIR i.jr W!-.EN RATFE iS 20 MIRAR 140 F� OR EQUALNI-ki LD N.T,S 14.7 S, ADfIES, EF­)` ION AND SEDIMENT CONTROL PRAC-IICF.S TO BE INSTALLED PRIOR TO r !�TUREIANCE, D OR IN THEIR PROPER SEQUENCE, AND MAINTAINED ;OR c 5 �!NJ ­IIL PEF �l I RMIANIENT FPCITECTION IS ESTABLISHED. _!STURBEC, AREAS THAT WILL. NOT RE'-EIVE PERMANENT RcSTOPATION WITHIN -SUBJECT ONSTRUCIl'ON i'l-N DAYS AFT FR F:NA:- GRADING AND NOT T(l) C . -r!c 1 r WILI 0 -AS itAMEDIATELY RECEIVE' A TFMPORARY COVER, THE DISTURBED ARF BE IAUt�D l�HF' r WITH <13TRAW, OR EQUIVALENT MATERIAL, AT A RATE OF TWO (2) PER ACRE. ACCORDING TO STATE STANDARDS. 3. IPVANENIT VEGETATION 1_0 BE SEEDED OR SODDED ON ALL EXPOSED AREAS WITHIN LN DAYS AFTER FINAL GRADING. MULCH -10 BE USED AS NECESSARY FOR PR0'?FC'T:()N U`NTIL SEEDING IS ESTABLISHED. 4. W_OF�K TG. RE DONE IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND T CONTROL. 5 IMMEDIATELY FOLD' WING INITIAL DISTURBANCE OR ROUGH GRADING. ALL I-RITICA! AREAS VIJIEIjEf".T TO EROSION (il.. STEEP SLOPES ND ROADWAY EMBANKMENTS) WILL RE,-EA IVE -EIIAPC)RARY OVER OF STRAW MULCH OR A SlJiTABLE EQUIVALENT, AT .A RA_�-L OF TWO '2) TONS PER ACRE. 6. ANY �TEEP SLOPES RECEIVING PIPELINE INSTALLATION WILL BE BACK;:71LLED AND STABILIZED DAILY, AS THE INSTALLATION PROCEEDS (I-E.; SLOPES GREATER THAN 7 NL'W GRAVEL PAD SHALL BE INSTALLED WITH 1-1/2- TO 2-1/2- STONE, As PER TRAF Ft(-' CONTROL STANDARD REQUIREMENTS, IMMEDIATELY AFTER INITIAL SITE DISTURBANCE. SAID PAD SHALL BE UNDERLAIN WITH A SUITABLE SYNTHETIC FILTER FABRIC. THE PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE PERIODIC IOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE AREA USED FOR TRACKING PAD SHALL BE RETURNED To- ELEVATIONS ANO CONDITIONS WHIC 3H EXISTED PRIOR TO THE START OF CONSTRUCTION. TOP OF BERM TO BE CONTINUED TO MATCH. EXISTING GRADE T lypl(_,Ai lZjI_T FENCE DE All- PLAN TOE OF SLOPE TnE OF SLOFIE 'CE EXISTING 2'-C' -7 2 GRADE c4 RUBBLE OR WELL CRADED GRAVFL L 11 TE IrE E R M DE MQ1 L_. FOR USE ON WATERSHEDS LES*.3 THAN 2 ACRES EDGE OF EXIST. PAVEMENT IQ 0" M 1 N. FILTER FABRIC I k WOODEN POST 11 �- EXISTINC, PAVED ROADWAY SLICTION A -A MIRAFI 140 FABRIC OR EQUALVALENT GRADE 8 THE ENGINEER R SHAL I BE NOTIFIED 7_9 HOURS IN ADVANCE OF. ANY LAND r DiSIURSING ACTIVITY. lViTY. 9. AT THE TIME WHEN THE SITE PREPARATION FOR PERMIANENT'VEGETATIVE SiABILIZATION JS GOING 110 BE ACCOMPLISHED. ANY SOIL THAT WILL NOT PPOVIDE t A SUITABLE ENVIRONMENT TO SUPPORT ADEQUATE VEGATIVE GRCj ND COVER, SHAL' , BE REMOVED OR TREATED IN SUCH A WAY THAT WILL PERMANENTLY ADJUST I'HE SOIL - CONDITIONS AND RENDER IT SUITABLE FOR VEGETATIVE - EOV-R. IF THE REMC)VAL OR TREATMENT OF THE SOIL WILL NOT PROVIDE SUITABLE CONDITIONS, NON -VEGETATIVE MEANS OF PERMANENT GROUND,STABIUIZATION WILL HAVE TO BE EMPLO"TED A. SUITABLE Et-qVIRONMENT 10 SUPPORT ADEQUATE VEGETATIVE. GROUND COVER,, 'SHALL '0. THE CONTRACTOR SHALL TAKE NECESSARY MEASURES TO MAINTAIN DUST CONTROL, DIRT HAUL ROADS SHALL BE SPRINKLED WITH WATER OR GIVEN A SURFACE OF CIRUSHED STONES OR WOODCHIPS AS REQUIRED. VEHICLES SHALL BE CLEANED, AS NECESSARY, PRIOR TO USING PUBLIC STREL7S. PAVED ROADS SHALL BE SPRINKLED W", H WATER, 11. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE LOCATED IN THE FIELD AS REQUIRED OR AT THE DIRECTION OF THE ENGINEER OR COUNTY PEQNNEL. THE CONTRACT DRAWINGS ARE NOT INTENDED TO SHOW THE LOCATION AND DETAILS FOR ALL SUCH DEVICES BUT ARE TO BE USED AS A REASONABLE GUIDE. 12. UPON COMPLETION OF CON7,iRUCTf0N WORK AND AFTER FINAL GRADING AND WHEN PERMANENT STABILIZATION HAS SEEN ESTABLISHED, THE SALES, SILT FENCES AND ALL OTHER SOIL PLAN APPURTEt-IANCES WILL BE REMOVED AND DISPOSED OF' By THEE CONTRACTOR, If 3. ALL EXCESS EXCAVATED MATERIAL., EXCEPT FOR TOP SOIL, WILL BE REMOVED FROM THE SITE BY THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 14. CONDUIT OUTLETS AND CATCH BASIN INLETS MUST BE PROTECTED Fr3 R!OR TO START OF CONSTRUCTION. 5. THE CONTRACTOR SHALL PROVIDE A DETAILED SEQUENCE OF CONSTRUCTION OPERATIONS FOR REVIEW AND SUBMITTALTOTHE 6. THE CONTRACTOR SHALL MEET THE ENGINEER ON-SITETO DEFINE THOSE AREAS WHICH WILL REQUIRE SOIL EROSION AND SEDIMENT CONTROL FACILITIES, DISCUSS THEIR CONSTRUCTION AND THEREAFTER PROVIDE DETAILED PLANS FOR REVIEW OF SUCH FACILITIES By THE ENGINEER, THE AND THE I nn, 1AINI 1 1/2' TO 2 -1/2" CRUSHED STONE hAY SALES (TYP,) p PiNs L' T-yp, ANCHO TC) PE FMBEL)DFD WH'ENEVER k WELL GRADED C41RAV'E'll OR RUBBLE A EXISTING STORM SEWER INLET EAI TIN' R Al' E cECTil"N A -A r L f- I �111_ X SIN ` R r II N G C 7 CH I:-', A' FIL' 1) N T. S PREPARE "IN" TRENHES ANCHOR AT THE TOP AND BOTTOM OF SLOPES. BURY THE TOP ENDS 01"THE MAT"{ING STRIPc; IN A TRENCH 4 INCHES OR MORE IN' DEPTH, TRENrH FUL' OF 'AMP THE SOIL SECURE WITH ROW OF STAPL}S, INCH SPACING 4 INCHEa DOWN FROM (R'_­_NCH, HA" 13ALES 'TYP., INOTE: FOR STOCKPILING ERODIBLE MATERIAL FT)R EXTENDED PERIODS THE AREA SHALL BE SEEDED AND MULCHED _:�ICTIQN "A-A" _CONIROL DETAIL FOR SEDIML'N :�TI'CXPII OF ERODIBLE MATERIAL a�IOW 4- MIN. tjACE: STAPLES 4' F__R0Sl0t'J' PRo'Tf'_l(`T �-��,,�-)!i----S-,T'ABI[-IZATION MATTING NJ,S. OVERLAP -BURY UPPER END OF LOWER STRIP AS IN "A- AND OVERLAP END 01: TOP STRIP 4 INCHES AND STAPLE. AT 10 INCH INTERVALS, - EROSION STOP --FOLD OF MAT TINC, BURIED IN SILT TREN'_H AND TAMPED, DOUBLE ROW It STAPLES. EROSIONSrOPS SHOU ILD BE ST IN IALLFLD Al THE MR, OIN- OF SLOPES GREATER THAN 50 FEET IN LENGTH; OR AT50 FOOT INTERVALS MEASUREU FROM. TOP OF SLOPES GREATER IHAN 100 FEET IN LENGTH, APPLICABLE FOR jU`TE MESH, BIODEGRADABLE MESH NETTING, AND ."ti-0 NSTP CELS!OR MATTING (EXCEPT EXCELSIOR MATTING MX� BE BUT`IED) U C T'l Sl-'rl- TR i , 'ACKINQ PAD I ION I L I FX N T.S - LIME FERTILIZE AND SEED IN ACCORDANCE WITH THE SEEDING EXISTING GRAC-' OF GRAVEL SURFACE VARIES. SPECIFICATION EXCEPT THAT FOR JUTE MESH, ONE HALF OF THE LEVE! SUBORWE BENEATH FABRIC RLTFR AND `ED MAY BE APPLIED PRIOR TO LAYING, THE MATTING AND THE c _�,RING COURSE TO MEET Sr 11 CRUSHED SFONE_ W�, REMAINING SEED APPLIFD AFTER LAYING THE MATTING. EXISTING PAVED ROADWAY ON EITHER SIDE OF TRNCKWO PAD 1- 1 /2" TYPICAL STABLE$ N.T.S. 17, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL. BE IN PLACE WHERE cAtJOENCE OF CON,STRUCDON: POSSIBLE PRIOR TO, OR IMMEDIATELY FOLLOWING SITE AND ACCESS CLEARING. i CONSTRUCT TEMPORARY STONE TRACKING PAD AS INDICATED ON PLANS- 18, ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE 'LEFT IN PLACE AND MAINTAINED; INCLUDING SILT ; AND SEDIMENT REMOVAL, UNTIL CONSTRUCTION 2, CONSTRUCT SILIT FENCE WITH STONE BASE SEDIMENT BARRIER AS INDICATED ON PLANS;. IS CC')MPLETED, AREA STABILIZED AND THE: ENGINEER SO DIRECT'-, 7 SFCURE CATCH BASIN INLETS WITH SEDIMENT CONTROL BARRIEPS AS INDICATED ON PLANS, ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTER AREA, SEDIMENT FILTER SHALL BE INSTALLED IN ACCORDANCE WITH THE 4. INSTALL SEDIMENT CONTROL BARRIER IN AREAS DEDICATED FOR STOCKPILES OF CONTRACT DOCUMENTS AND THE DETAILS OF DESIGN AND, CONSTRUCT iON SHALL BE STONE AND EXCAVATED MATERIAL AS INDICATED ON PLANS. PREPARED AND SUBMITTED BY THE CONTRACTOR TO THE ENGINEER AND THE COUNTY FOR REVIEW, 5, REMOVE AND STOCKPILE EXISTING SURFACE STO NE AS PRACTICAL, " 20. SOIL STABILIZATION METHODS SHALL BE UNDERTAKEN C-01INCIDENTALL; WITH ALL 15. C014STRUCT GROUND WATER DEWATERiNG FILTER AS REQUIRED AND AS MAJCtR SITE IMPROVEMENTS AND CONTINUE DURING THE ENTIRE CONSTRUCTION I, 1 17 INDICATED ON PLANS. (DETAILS 'TO BE SUPPLIED BY THE CONTRA"OR), ACTIVITY PERIOD. 7. PROCEED WITH CONSTRUC T ION ACTIVITIES fEXICAVATION, ETC.). Z 2 1. ACTOR SPALL NOT DISTURB ARE S BEYOND TiiE CURING CONSTIRUCTiON, THE CON'R AS B. COMPLETE UNDERGROUND CONSTRUCTION ACTIVITIES; BACKFILL AND COMFAC7 SOILS, T PROPERTY LINE ADJACENT TO THE CONSTRUE', ION AREA_ BRINGING TRENCHES Tt REQUIREDGRADE ELEVATION. 22- THE CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO INSURE THAT ANY MUD, 9• RESURFACE AREA. IMMEDIATELY UPON BACKIFILUNG WITH EXISTING STONE STORED SILT, BROKEN CONCRETE, ETC. DOES NOT ENTER EXISTING ACTIVE WATER COMPONENTS ON -SITE, NEW STONE OR TEMPORARY BITUMINOUS PAVEMENT AS APPLICABLE, DURING THE CONSTRUCTION, 10, RESURFACE 'VEGETATION AREAS IMMEDIATELY UPON COMPLETION OF CONSTRUCT!"AN ACTIVITY IN EFFECTIVE AREA WITH SOD OR APPROPRIATE VE.GETATION. 1'7 1IR 0 Sll 0 IS E 'Ell I M E UI -1 j N T IR 0 L D E T A HL REVIEWED AND APPROVED BY: MIKE HOTCHKISS, FLA, PE, No,39514 T 1,: i t - ija BY! Nod Revisior-) D( IL T DEPARTMENT OF TE, HNICAL APRIL 9P INDIAN RIVER COUNTY S EB A S T I A N PHASE 2C - - ---- ------ 1840 25th STREET 9 C DESIGNED BYt VERO Boffsxm®29643MICHAEL C. HOTCWiss4PROV-1BYPRO.IE NLI I!W- 97­ 12� D80UTILITY SERVICES WATER ASSESSMENT PROJECT DETECTION TAPE SEE NOTE MAINTAIN TRENCH WIDTH 2'-0' ABOVE TOP OF PIPE -, PROVIDE TRENCH SLOPE AS REQ'D. - (U GRADE 7 SEE NOTE 44 MAXIMUM WATER LEVEL ALLOWABLE DURING CONSTRUCTION + :. 3/4' D1A BEDDING ROCK 2- !PIPE 12 OR PEA ROCK WHERE ( 'D. CONDITIONS REQ'D. TRENCH W DTI NOTES LJ 0 6 MAX. LAYERS OR OTHER APPROVED METHOD TO ACHIEVE z 95% COMPACTION f 'Al 4' MAX, LAYERS AT 95% 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, COMPACTION PERCENTAGES SHOWN REFER TO A.A S:H,T,D. 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 OR 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 24' SQUARE (1) - NO 30 CONTIN: ° ONE (I' ° CONCRETE -I / NO. 30 CONTIN. LIMEROCKJ SLIDE TYPE PAD 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. -I 'SAN. SEWER' AS APPLICABLE TYPE I PROVIDE EXTENSION AS SHOWN NOTES L SEE RACER WIRE DETAIL: VALVE AND BOX DRAWING NO. M-7 EXISTING TRENCH WIDTH 'W' + 4' MIN. BASE SURFACE RESTORATION 6, MECHANICALLY SAW EXISTING PAVEMENT MIN, z /CU / / / / / / / REPLACEMENT SEE NOTE 6 LIMEROCK BASE w IN 3 LIFTS AT J 6' MAX. LAYERS ❑R 987Lj OTHER APPROVED METHOD 1 ❑ ACHIEVE iu 95% COMPACTION 4' MAX. � MAX. WATER LEVEL AAY955 ALLOWABLE DURING �• /��� CONSTRUCTION 3/4' DIA. BEDDING ROCK 12' PIPE 12' OR PEA ROCK WHERE UNDISTURBED SOIL CONDITIONS REQUIRE O•D. TRENCH WIDTH 'W, NJTES is 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,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 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) N° 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.) WATtR NOTES 1 VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. DRAWING NO. VALVE BOX PAD M-e FINISHED GRADE / WWI CONC: ENCASEMENT 6' MIN. BETWEEN OUTSIDE DIAMETERS [IF PIPE (TYP,) SEWER WATER MAIN SECTION A - A UTILITY OTHER THAN SEWER SANITARY SEWER CONCREETE ENCASEMENT CONCRETE ENCASEMENT _ Z r- 2'-0' MIN. WATER MAIN I A LATER MAIN 1TERLINE TO OVER TOP SE W ERLINE iERE POSSIBLE: CLASS 1 �­` t CLASS 2 ENCASEMENT DETAILS NOTES N.T.S. I. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES: DUCTILE IRON PIPE MAY BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 2. MAINTAIN 10' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER AS A MINIMUM. 3• WHERE A 10' MINIMUM DISTANCE CANNOT BE MAINTAINED, BOTH LINES SHALL BE D.I.P• WITH MECHANICAL JOINTS OR CONCRETE ENCASED ITS ENTIRE LENGTH, 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY SEWER PIPE) AND A WATER MAIN (OR FORCEMAIN) THE WATERLINE (❑R FORCEMAIN) SHALL BE CLASS 52 D.LP, DR 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 L 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 BE INSTALLED ABOVE SURROUNDING GRADE PER: D. E. P. 4, SEE TRACER WIRE DETAIL: DRAWING (AUTOMATIC - WATER / SEWER) NO: ABOVE GROUND M-10B AIR RELEASE VALVE DETAIL a Oo 0 0 0 0 0 0 0 0 o b a a x L �b w �n-, L N 41 Q, 0i U O 01 o 0 00 CIO 00 In N c m E d � a 0 L m o 0 0 0 0 0 0 91 m N N L 0 x L o 0 0 0 0 0 ^ M N m d N N o 0 0 0 0 o b ~ g o N m O 4_ .off. N cu (u pp � 41CD m o 0 0 o OO .t OND N (p _ m V d 0 _J d, o o n N T I cu v N L +' Oo+ N cu N � Qj N In L d N 0 L WH III 0/ �xi U C7 d� ® R) O ti m N N M � d a¢�v co q" J cF 0 �+ N cu cuo 0 0 w � \ / � N N N com INS a � � o 0 o J a o 0 £ d N O v � d d v cu cum In m o ril Li a a E 41 � v In w Oo O m � pp O cuN o N cu o 0 o d 41 # d Ui N G N > S d Q t N 4 S o 0 0 b b n o i� L 0 N-0 L 0 .+., CD 1--1 iL cu N N mO < LO ID UI .-. ul Q, O �+ Q, �, t UI Q/ Q th if1 N o II) o o N o 0 1J7 in o ++' L _j d' N m M V) .p n m ON o .N. 07 0) O7 VI m m N oa 7 � c� Q1 E ON M In ID OD cu fu -0 41 111 d cu LA ON C N 0,4s _C i F rn CS L L d >, o -P N W d O d' m m x O (0 ., a O N ? QI O co x 0 m N d' co4• d i' d Av U1 d QILIn mL 0,4.0 Q_ _Q d a� 0 4 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. a. 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 3 4' WIRE & 4' OF BRANCH 'DO NOT CUT WIRE' WIRE. TIGHTEN NUT AFTER WRAPPING TRACE WIRE AROUND THE BOLT. MIN. 5 WRAPS SOLDER MAX. 10 WRAPS BRANCH SPLICE DETAIL FINISH GRADE PUT WIRE UNDER BOLT SEE DETAIL ABOVE. CONTINUOUS #14 THHN SINGLE CONDUCTOR STRIP 4' MIN, COPPER TRACE WIRE HALF HITCH -J HALF HITCH ON STEP i BEHIND EACH EACH SIDE OF BELL, ALL VALVES FINISH GRADE EP- MIN. 3 TWISTS MErER BOX _" ^�r�s■� IF RE CH SPU &AT 5 RVZT EETI+PS STEP 2 14 THHN SINGLE CONDUCTO OPPER TRACE WIRE. IN, 5 WRAPS HALF HITCH AT ALL SERVICE TAPS, ■I,�n■w■^ & EACH ENO of ALL FrruNC5. ■ rr■irrl SOLDER STEP 3 STEP 4 MAIN LINE SPLICE DETAIL f l 1 1 TRACE WIRE DETAILS N.T.S. TRACE WIRE DRAWING NO: DETAIL M-16 GRADE OBSTRUCTION 36' MIN. COVER RESTRAINED PRESSURE MAIN JOINTS - 45` OR 22 1/2' BENDS (M.J,) ENCASE AS REQ'D, 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 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 CROSSIING BE ALLOWED: 2: CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURE'S MAXIMUM JOINT DEFLECTION. 3: IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY, (2 COATS MINIMUM.) 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I•R.C,D.U.S. 5: USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & SEWER IS LESS THAN 18 INCHES, D.I,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. 61 SEE TRACER WIRE DETAIL• DRAWING NO, UTILITY CROSSINGS M-6 ASBUILT 8' PLUG CD CD+ STA. OAP.O EL. 4.63 NOTE: A MINIMUM TEXT SIZE OF 1/8' CD Z Z 8' ASBUILT 8' P.V.,R-6 TURNS SHALL BE REQUIRED ON ALL PR12 M 1 IO' STA. 0+37 ASBUILT SURVEY'S. • T.O.P. EL. 4.40 r/ R/W L FIE BEGINNING A END OF ASBUILT 8' 90' BEND CONST, INTO EXIST: G MEIN T 7' STA. 0+ 62 WITH KNOWN STATE PLANE COORDINATES AND SHOW ON T.O.P. EL. 4.42 ASBUILTS. _ ASBUILT 8' FORCE MAIN PAVEMENT + ASBUILT 8' 22 1/2° BEND F.M. UNDER W.M.-? o STA. 1 + 15 W/ENCASEMENT 3'- T.O.P. EL. 4.89 W.M. T.O.P. EL. 6.44 STA. 123+ 18 (18' L) ,Ox ASBUILT 8' 22 1/2°BEND F.M. UNDER SAN. S. AIR RELEASE STA. 1+22 F.M. T.O.P. EL, 5,50 VALVE OVER W, M. T.O.P. EL. 6.52 SAN. S. T. 0. P. EL. 6. 40- STA. 1+38 ASBUILT A.R.V. TAP W.M. T.O.P. EL. 6.43 STA. 1+28 ASBUILT 8' SLEEVE i' STA. 122,25 (18' LEFT) 3' P, V , T.O.P. EL. 5.32 R-114 TURN q CORNER k OF BLDG. STA. 2+ 75 F.M. UNDER TEL. R/ W Ln F.M. T.O.P. EL. 5.35cu TO TEL. EL. 6.25 a (4 1 M cu 2 M R/W 8OFF W PROP. LINE 25• T 3+0 T T 121+00 122+00 123+00 PRM SN NOTES EEX ST ING) ASBUILT 8' P.V., R-4 TURNS L ITALICIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION 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 DRAWINGS: ALL ASBUILT SURVEY'S TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE PROVIDED ON A 3 1/2' COMPUTER DISK IN AUTOCAD R12 OR R13 FORMAT OR LATEST: IF A CADD SYSTEM IS NOT AVAILABLE ORIGINAL ASBUILTS SHALL BE FURNISHED AND WILL BE SCANNED INTb AN AUTDCADD R13 FORMAT BY IRCDUS FOR DIGITAL STORAGE, A FEE STRUCTURE IS AVAILABLE AT THE OFFICE OF INDIAN RIVER COUNTY, DEPT. OF UTIL. SERVICES.(SEE M18A, M18B & M18C FOR ASBUILT/CONSTRUCTION REQUIREMENTS.) 2. BASELINE OF CONSTRUCTION & STATIONING OF ITEMS TO BE ON THE CENTERLINE OF THE PIPE. 3. TOP OF PIPE ELEVATIONS & STATIONING TO BE TYPED, LISTED, SEALED & 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 OR RESIDENCE, STREET ADDRESS AND TAX L 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 NO- ASBUILT DRAWING M-17 REVIEWED AND APPROVED BY, I_ 4._.___---�-_. �.�_ M H A E L C , H O T C H K I S S F L A x PIE, _ _ Revision ;.__�.____.�_.__._.._..__._--._..____.____._..._____.___...___.�__�..__._ w__.__.�_.____ �-�__ E I N o 1 39514 Date B y N o . R e v i s : o n Date B y tuveR ,.___ __._..____ �.� �__. .____� -- _.___._ ,__ATE: _. - __.__._._...__._- _._._- __.._. _.___.w___.-_.M_.____r.__ _ _ ___._____ . ___ __ __ .._ . ,_. TECHNICAL, BLANKEN APRIL 98 jSHEETJ�___.. `� INDIAN RIVER COUNTY DEPARTMENT OF _ 1840 25th STREET _......_.____-,._-._.._______._._M___.__.-.___.__ _... - __,_ ___. _._.___ __..__.__.__._ .__...__._ _.____._.,.__... SCALE, SEBASTIAN PHASE 2C • VERO BEACH, FLORIDA 32960 I 10 DESIGNED BYI S LE $ c jj ('"� c �4DRI (407) 567-8000 1 UTILITY SERVICES 'APPROVED BY!MICHAEL C, HOTCHKISS t - - -- - - - - --- i COUNTY PROJECT NO, UW-98-12-DS WATER ASSESSMENT PROJECT I 1 CARRIER PIPE EAU_ _20 -0' RESTRAINED) (TYP 5'-0' v' 5 -0, CASING INSULATOR WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT iNTERFEP.E WITH THE PIPE: RESTRAINED JOINT'S, CASING / IN'-IILATOt. BY CASCADE WAT£k WORKS MF & OR EQUAL. T41NLE STEEL i NUTS g BOLT, - STEEL CA -SING PIPE: \`) / ,'^ \ / CARRIER PIPE 1. NUMBER 3F INSULATORS AS PER MANUFACTURER;' SPECIFICATIONS p?i'A'w`i NG 1 �N 1=1 1_ 10" ROADWAY 10` PAVING - z ROCK BA,E L (7 DUCLI_E IRON TO EXTEND ONE LENGTH MINIMUM DUCTILE IRON M,J. CLASS 52 PIPE ' CAPRT,ER I CTEEL CASING MINIMUM PIPE SIZE WALL THICKNESS I 4' 12, .188 - 6' - _ 14' ---- .250 I 91 16' - .250 t 0' � 20, - - - .250 ,2, � 24' .250 0' --- 32' _ 40' .375 375 - 4' 48' _ .500 h` ---�- 60, 2' .625 _ - .625 +2' I 84' - ,625 _ 96' _ 625 -- NOTE IF RETAINER GLANDS ARE REQUIRED, THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. AWING C. A � I N t_ j DaNO. INS TALLAT10N M--14 DETAILS l METERS SHALL BE - __- METERS SHALL BE LOCATED IMMEDIATELY LOCATED IMMEDIATELY / INSIDE THE RIGHT OF-WA'Y INSIDE THE RIGHT-OF-WAY UNLESS ❑THERWISE UNLESS OTHERWISE DIRECTED BY IRCDUS DIRECTED BY IRCDUS < SEE NOTE 8. DETAIL W-4 ) ( SEE NOTE 6 DETAIL W-4 P E. GOOSENEC!' ?' W LONG (MIN-, OR SWING JOINT OR APPROVED EOLIAL BY TRCDU-S 7 LOCk ING -1 w I CURB STOP s TO ACCOMMODATE APPROVED METER BOXES 'CDR 0 G'8` 3/4' METER) SHALL BE SYSTEMS CORP." POLYMER CONCPETE Oil Qk CORP 5'-! ' ROADWAY 5'-0' FIBERGLASS STOP I I I FINISH GRADE f 1 IN LINE DUAL J SONG k VICE f -- CHECK B. IRCDUS SHORT ' % METERS �- - STAINLES T STEEL SERVICE iti DOUBLE STRAP (SEE NOTE 6., - SERVICE SADDLE FITTINGS '--WATER MAIN AS P.EQ'D. -NOTES i. SUC'FE ;GIVE TAPS INTO THE WATER. MAIN SHALL BE A MINIUhi ❑F- i8' ON CENTER. c :HORT SERVICES AND LONG SERVICES REQUIRE 36' MINIMUM CO`✓ER, WITHIN RIGHT -OF WAY. 3. MINIMUM SERVICE SIZE NOT LESS THAN 1'. DUAL SERVICES SHALL BE A MiNIMUM I-11c' AND TRIPLE SERVICES SHALL BE A MINIMUM 2' QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS, 1-1/2' LONG SERVICES REQUIRE A 2' MIN. I.D. CASING PIPE. 2' LUNG -SERVICES REQUIRE A 3' MIN. ID. CASING PIPE. CASING PIPE SHALL BE SCH 40 P.V.C. METERS GREATER THAN 2 INCHES SHALL BE MANUFACTURED BY HERSEY. MASTER OR APPROVED EQUAL BY THE I,R.CO. DEPT, of UTILITY SERVICES AND SUPPLIED BY APPLCANT. METERS 2' AND SMALLER SHALL. BE S'_IPPLIED BY IRCDUS, 6. PIN LOCKS `HALL 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 WATEP MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 7 CURB STEPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. P. METER BOXES SHALL BE EXTENDED INTO PRIVATE PROPERTY IN CASES WHERE PLACING WITHIN RIGHT-OF-WAY WOULD RESULT IN OBSTRUCTING, FLOW PATH OF SCALE. LOCATE METERS MIN. 2' OUTSIDE BOTTOM OF SCALE `BATES) SERVICE W-4 5` - ROADWAY 5' PAVING i ROCK BASE �f DUCTILE IRON M.J. CLASS 52 PIPE ALL. DRILL & BORE SHALL BE EXTENDED 5' FROM EDGE OF E''AVEMENT. A > I N INS WIN6 INSTALLATION --1q. D E t A T L_ '> MCD.I 1 112' P.E LOCKING SERVICE LATERAL � CURB STOPS METER BOX W (METER NOT SHOWN i' P.E. z SERVICE J LATERAL - d 0 a. BRASS COMPRESSION- z WYE BRANCH IN LINE DUAL > _ BRASSLOCKIOR STOPPLAN VIEW NG CURBCHECK BY IRCDUS MUELLLER) WITH INTEGRAL _ w METER COUPLING CENTER OPENING OVER METER(S) 1' MIN. -T CUSTOMERS METER PIPING BOX T z (BY OTHERS)-Y <SEE NOTE X a 7 NO. 3) iu ca 2: Li > t'h 4' MIN, GRAVEL-------, •. OR CRUSHED ROCK CROSS SECTION NOTES 1. METERS OVER 2' MUST BE APPROVED BY I.RCD,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 1-1/2' 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. DRAWING N0. METER BOX IW-5 1 R/W (TYP.> p n MAR�ER �i` f�`CTiVE x- ROAD ROAD MAIN UNDER - CONSTRUCTION----__ "�-- VALVES SHALL BE LOCATED ADJACENT TO TEE INDICATE. DISTANCE FROM RIGHT OF WAY T YP,) NOTES I, VALVES ':HALL BE LOCATED SO THAT ONLY 3 VALVES ARE REQUIRED TO ISOLATE ANY RESIDENTIAL. OR I 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.VS:. PiPE. 4. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF BLUE REFLECTIVE MARF:EPS 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. 5. DEAD END LINES, VALVES, AND HYDRANTS SHALL_ BE RESTRAINED. 7. ALL LINES MINIMUM lit' OFFSET FROM BUILDINGS. DRAWING (VALVE AND FI<'E HYDRANT) No. LOCATION DES TATL " V` - a A CORPORATION STOP `'HALL BE INSTALLED WITH A LENGTH OF V COPPER TUBING EXTENDING ABOVE THE GROUND. THE TUBING SHALL BE INSTALLED WITH A 180' BEND. 1' GATE VALVE -I' COPPER TUBING GRADE ti .T W 0 2 m NOTES CORPORATION STOP WITH P.V.C. PLUG WHEN ABANDONED WATER MAIN L TEMPORARY" SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. DRAWING (BACTEPIflLEIGICAL) TEMPOPARY S>AMPI_ING POINT (2) - 3/4' GALV. FOUR HYDRANT GUARDS M.J.- TIE RODS AS REQ D. BY IRCDUS SEE NOTE I(BELOW) y0? 6' ANCHOR COUPLING SEE NOTE 3 (BELOW) 45? 1 GATE VALVE MECHANICAL JOINT 6' ANCHOR TEE FOR 6' GATE VALVE. M.J.- - V`AR,TES -- - ! WATER MAIN PLAN VIEW CONCRETE THRUST BLOCk PUMPER NOZZLE -- FACING ROADWAY t C <` VALVE Box ACCESS GRADE - cU DIRECT CONNECTION ° z o -(ANCHOR TYPE) (I y iu U - � 6' PIPE 1.5 CU. FT. ONC y RETE / l 6" iMIN CONCRETE THRUST ✓� WATER MAIN BLOCK UNDISTURBED S NOTES' CROSS SECTION OIL I HYDRANT GUARDS TO BE 4' DIAMETER GALVANIZED STEEL OR DUCTILE IRON PiPE FILLED w✓ CONCRETE, GUARDS TO BE PAINTED "SAME AS HYDRANT, r_'. 4_ 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 BYIRCDUS (E.G. TIE RODS OR MEGA LUGS.) 6 COMPLETE ANCHITRED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE. 7 FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE, r R A wG n{ F-IRE HYDF ANT DE i AILS FEBCO 805Y DBL. CK �I 2' G.V. 2' SCH 40GALV. (TYP.) 'T' or 'Wye' (TYP) PRESSURE GAUGE 2' METER SEE NOTE 10 (TYP.) w 2' SERVICE EXISTING GRADE) 18' MAX P SADDLE - { 12_ MIN P) > M.J.G,V. __1 h FORD FB 1701 0 2' CORP. STOP NEW W.M. - --.-TIE-TN VALVE TO BE CLOSED AND LOCKED. EXISTING WATER MAIN �EG..TIDN i. TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY AND IN THE PRESENCE OF THE ENGINEER OF RECORD. k 2. LINES TO BE FLUSHED SHALL BE GREATER THAN 6' IN DIAMETER. DRAWING TEMPORARY NO. JUMPER DETAIL_ "�-1c 4Al GRADE ROADWAY GRADE (SWALE) •° CONCRETE PAD 30' SO. X 4' MIN. THICK WO (1) No. 30 CONT. MIN. 2' LOCKING ti CURB STOP W/ P.V.C. PLUG APPROVED COMPRESSION , METER BOX FITTINGS , e 12' MIN. I.D. 2' CORPORATION STOP . '! : r---- i CF. 3/4' GRAVEL OR RESTRAINED PLUG (M,J,) ---- 7 CRUSHED ROCK 2' POLYETHYLENE I HORIZONTAL DISTANCE I `` EQUAL TO DEPTH OF COVER /�''o. ,' 9. 30 IN, ,a CONCRETE POURED TO UNDISTURBED PRESStfftE-TREATED NOTES SOIL- Q. d ` PLYWOOD \ \ �, I 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 IR.C.D.U.S. 4 ECLIPSE NO. 85 BLOW -OFF AS MANUFACTURED BY JOHN C, KUPFERLE FOIJNDARY CO., ST. LOUIS, MCI. 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 N©. I � n I j-t l / _ t_ P E Vb' O P W-3 i r,rITES: L A temporary ,Jumper connection is required at all connections between existing active water mains and proposed new water main improvements. 2. The Temporary Jumper detail (W-12A) is to be used for fitting 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 mininum velocity) and for putting bacteriot ogicai samples from from any new water main of any size. 3. The Jumper connection shad be maintained until after the Fitting, flushing, testing and disinfection of the new naln has beery successFutly completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall be provided temporarily, as required, 4. Pipe and fittings used for connecting the new pipe to the existing pipe shall be disinfected prior to Installation in accordance w!th 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 males continuously after disinfection and until F.D.E.P 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 backfiow prevention device has been tested and Is in good working order one year from lnstattation by a qualified back Flow technician as approved by Indian River County's Utility Engineer, 7 Except as required to flush tines greater than 6' diameter, the tie-ln valve shat! 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 aruv plugged with 2' brass stops. 9. Alt lnstatlotlon and maintenance of the temporary Jumper connection and associated bockflow prevention device, fittings vatves, etc., shalt be the responsibility of the Contractor. 10. If the water main to be ftushed is larger than 6' diameter or such length that a full pipe flush at the 2.5 FPS velocity cannot be accomplished, the Following procedure shall be utilized a) Instal( pressure gauges as indicated on detail (W-12A). b) Open alt downstream valves in the new system prior to f(ush. c) Flush raw water main thru tie-in valve maintaining a 10+ PSI pressure differential between gouges during flush. d) Tie-in valve shalt be operated by county personnel., In the presence of the engineer oif record to insure that the required pressure differential is maintained T r MPElRARY N" JUMPER DETAIL W - 12,1 NOTES < F, REVIEWED AND APPROVED BY, f MICHAEL Cr HOTCHKISS, F�EA. P,E, No, 39514� N0:. _ ✓i El �._ Ey N FeV,�1on DOt� B i , DOTE - - ` i -- ---- . � Y ��D I �T ��T� COUNTY TECHNICAL' _ BLANKEN T _ _ __ A.�RIL 98 SHEET -F----- ----- _- _-- - DEPARTMENT E iT 0 FSEBAQ"-)TIIN PHASE 2C I840 25th STREET' SCALE: C� \� y' + `�`�' VERO BEACH, FLORIDA 32960 DESIGNED BY. MICHAEL C. HOTCFIKISS �_. A--"SESSME"'T '-r -''�' --I'S%P�Q' JS'�- BOC�i�11 ��Y 1V APPROVED BY: CL7UNTY PROJECT NO, UW-97-12-Si PRO'ECT