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HomeMy WebLinkAbout1997 Sebastian Utilities Connection (Box 23 #46). M rn is C� CD :D Cn r--) C2 Ln rn Ir cr VIEW 1 VIEW 2 0 m m m m 0 m 11� 30 INSTALL 16 x 16" m u c a r e a M.J. TEE of OPEN CUTRAVEL DR. 16 M-J-B.V (2) CONST. 16 DIP. W.M. VACANT ' STO 16 M.J. CAP 4' OFF E.P. & RE ,IN KIND. F.H.A. w/ MIN. 36" w/ MIN./ 2 & RESTORE IN KIND. m u c k a r e c SCALE.- Pf 301 3z 0 — — — — — — — — — — — — I TOB OF BANK R/W Lj-j r, m -9— ASPHALT G.D.I R 39+c)o ---- 40*00 S.B.U.G, S.B.U.G. ---.FD. NAIL DISK 41+00 42,00 43+00 44+00 45+00 46+00 IL & DISK ::J�7 - 7. SET NA 47+0� > CURVE DATA N49'03'45"E SURVEY BASELINE 509.68' STAMPED C.P.1 OPEN CUT ASPHALT RD. A = 14*32'11 FD, NAIL bi AND RESTORE—IN--K4ND. R = 2267.9 10' COUNTY ROAD 512 S:F 5. 8 V) CONST. 50 L.F. CL-52\DIP24" CMP — — — — — — — — — — — — — — - — - — — — — - — — - — - — TOP OF BANK ASPHALT —�XISTING 8" F.M. 0 EXISTING 8" F-M. LLJ cc 0 — — — — — — — — — — — — — — - — - — — — — — — — -- TOP OF BANK EXIS-T19C -8"7,m. — — — — — — OH -0 OH OH OH — ,INSTALL 45- M.J. BE 2) 0 0 OH 7- 0 BELL MH 0 OH OH 11 F— H R/W OH OH —OH 4� kCURVE DATA < FD. !RC OH Ca:1 0 =101 ()H -11 OH +cr) 0 = 15*11'12" :2 R = 2027.94' L&j PIPE ROSSING > VACANT PQ L = 537.52' Un Q: SEE QETAIL M-61 Zt - SEE SHEET 7 OF' 7 0 3: NO WATER IS TO BE SUPPLIED UNTIL ce 5 6 7 8 9 10 11 12 13 �j A LETTER OF CLEARANCE IS RECEIVED FROM F,D,E,P, 00 REMOVE CAP BLOCK 485 & CONNECT SEBASTIAN HIGHLANDS IUNIT 12 1 1 1 CONST. JUMPER RESTRAINT SHALL BE PROVIDED AT ALL BENDS, 0 1 V) CO NECTION VALVES AND FITTINGS PER CURRENT LR.Co, STANDARDS, SEE DETtIlL W— 12 SEE SHE T 70F7 LOCATION MIN OF H L— L— EXISTING iINU UTILITIES H M r— APPROXIMATE ONLY, , CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION, INSTALL 6 )P OPEN CUT DIRT DR. 6„ M.J-G.V. & RESTORE IN KIND. M.J. CAP w/ MIN. 42 \ PIPE CROSSIN(., A 1Q, (see profile below) INSTALL 16 x 6, CONST. 1 DIP. W.M. I M.J. TEE Xt, ��r OPEN CUT AS. HALT RD. 4' OFF E. 22.5 deg. M.J. BEND 4� & RESTORE IN KIND. W/ MIN. 6 INSTALL 16 B. V. & RESTO EE IN KIND. 12 10 1 DIRT zj-\-��, 1INSTALL 16 ps 1 9 1 8 1 INSTALL 90- M.J. BEND DRIVE S PROPO D M-J-B-V. HARDEE'S 7 1 >- I ADDITI N TO SEBASTIANII 6 ' 4 INSTALILF.H.A. INL BLOC < 'PROPOSED Prop sed 18" R.0 PROF�0- OPEN CUT ASPHALT RD. INLET FI—ELPPO"r� T.P El. 2 B. i—P INLET P El. DIRT Mon,(�) L-j BT AND RESTORE IN KIND. R/W DRIVE CONST. 50 L.F. 50+00 to — -------- 0 -g—L.-52 DIP. -G 49+00 -------- r_- -1 2+00 n --- ASELINE 51+00 53+00 4 +00 SURVEY . ....... 4S - � — — -- 54+00 ------ -A� COUNTY ROAD 512 — I ASP ALT K) L :111N64*1 4 57"E 55+oo C.D. ----+— 56+W 52&00 MES 12" RCP MES 12" CMP BELL MH XIaLNG 8 F.M __S B.U,G. B" 7 OH OH —75- EXISTING 8" F.M. OH -OH FD� IRC 0 0 R/W —S.ELU G 7) (DMANHOLE 06 RETENTION tr)— CURVE DATA 5"--R-GP RAILR - OAD U1 I i �j REED HEDGE ROW RETAINING WALL S PED-7 q 0 VACp,NT Z, = 15*11'12" + AREA R 2027-94' 0) RETENTION TION POND �4 I AR A PUMP RETEN L 537.52' HARDEF", Ann Iff pq lu S HOUSE 11 /13 12 10 BLOCK 10 EBASTIAN R/W LINE C\j 9 7 CONCR ETE PARKING1 OPEN CUT COqC. DR. PROPOSED ASPHALT @ EL. 23.0 PIPS CROSSING I RESTORE IN I SE DETAIL M-6 KIND. 36" MIN. I COVERAGE SE SHEET 7 OF IN TALL 16 it M.J. V. INSTALL 16" x 6" M.J. TEE 16" DIP. W.M- "0/ T,P 0. 20 INSTALL 90- M.J. BEND CM AProposed 18" R-C,P INSTALL 45' M.J. BENDS V B.P El. 18.5 f18" CLEARANCE GRAPHIC SCALE 0 15 30 60 No, I Revision ADD DPAIN ( IN FEET ) I inch = 30 ft. Date Bv I No, JAN97 I RB 6" DIP. W.M-`� 'iNSTALL 6" M.J.&V 120 VERTICAL SCALE: 1" = 2' INDIAN RIVER COUNTY 1840 25th STREET VERO BEACK FLOREDA 32980 R1 —8000 (407) 587 CONNECTION FOUR REVIEWED AND APPROVED BY, WILLIAM F, McCAIN, FLA, P.E, No, DEPARTMENT OF TECHNICAL: BLANKEN DATE: SEBASTIAN UTILITI SHEET DESIGNED BY: Bffi McCain SCALE: UTILITY SERVICES APPROVED BYt COUNTY PROJECT NO W.M. CONNECTION BM McCain, P.E. UW 95 13 DS OF VIEW 3 VIEW 4 u L �2659 18 _ CONTROL BOX RAILROAD � = 5.6 CURVE DATA --A if INSTALL 16" M.J.B.V. R = 09 5.46' PIPE CROSSING z4" RCP I SEE DETAIL M—�3 1 �' M.J. CAP 11 I � = 251 90,,. �. � -�� � .� / SEE SHEET 7 OF '7 I I = 'io P N CUT ASPHALT RD � -fop BANK — — . — . — . — N ASPH. $ I 0 `� 2ESTORE III BIND; — �U) —_ __ -- I — TOP OF BANK --� 4 L.F. CL.52 JDIP�: `- pyp�T RD• 54�51�'5a„E _ 22. eq.AASPH. ®pEN CU:PrEA IN KI"ROAD 512. .0 & RE i®•59__ 24.35' +� i � 5 + o _ --E' ✓ RN LAN , 0') I t0 57+00 - --""`i R FM LANE �7 G. `�, INSTALL 1 � STA .- R & DI Lil �p _seu' _-rr --- -- STAMPED C. . .- . AINING WALL F- B. RET S NIL & DISK MAINTENANCE R/W CL � PER PLATBOOK 10 PAGE 1 CONCRETE DRIVE Q P D C.P. 3 CONCRETE PARKING 1 STORY C.B. S 1 STORY C.B. STORAGE STORAGE RENTAL 12 13 INSTALL F.H.A." ,OPEN CUT ASPHALT RD. CONST. 16" DIP. W.M. & RESTORE IN KIND. AS SHOWN w/ MIN. 36" ,IPE CROSSING & RESTORE IN KIND. ;EE DETAIL M-6 SEBASTIAN GROVE ESTATES �N SHEET 7 OF 7 OPEN CUT ASPHALT RD. BLOCK 4 & RESTORE IN KIND. INSTALL 16" x 16" M.J. TEE INSTALL 22.6 M.J. BEND i 17 { 18 i I 0 ASPHALT PARKING z� mR00-1 r— +oo m �- m ,� N6874'06"E R r I m D T- CO 0 l 3 4 � s I 19 # 20 S � BLOCK 5 EDGEWATER PARK I I 0 SET Ad-* � 0 STAM ED C. O �) 20" Ni P CROSSING JACK & SEE DETAIL M-3 SEE PROD ON SHEET -7 OF 7ON SHEEN INSTALL 16" M.J.B.V. PIPE CRC►; 16" M.J. CAP SEE JACK Uvt-WATER PARK ► 16 LHJ� COASTc INSTALL,. 1 e" ° � I W J � 17 MILEPO T 215i. 1 1 M.J. CAP, 315 CONCRETE o 7 PARKING TRAFFIC ------y�CONTROL I a BOX II ASPH. J. TEE .�'+00 INSTA ASPH. SET NAIL & DISK STAMPED C.P. 6 N 68 °22'2 7"E 62+0o �-+— 1 e" x 1 e" M J TEE �r S.B.0 C. r OH -- — OH — o f C.B. OPEN CUT --- 4' S►DEWA:L ASPHALT RD. ASPHAL Lj �- AND RESTORE IN KIND PARKIN( m 23Q.64'6o CONST. 50 L.F. CL. a -=- — d' -----`-r — + 52 DIP. 1 64+00 CURB & GUTTER -- - �,.' --: URVEY BASELINE _ +oo D. 0. T\304+ 00 I INSTALL �'�—� _ w o U.S. HIGHWAY No. 1 M.J.B.V. '� N6, � GUTTER Q��---. -_____ w W -OH OH-- F D BELL MH w f A z INSTALL 1 - T -' �� � 6" M.J.B.V I r _ -' V F.M. F.H.A. i I INSTALL 9— ��F D IRC M.J. BEND IR �� W � � � INSTALL � � l FD.IRC N �� ALL 16" x 1 e M.J. INSTALL A.R.VALVE �I % INSTALL I E RE # 1 I�M ALL- 45 deg. M.J. BE D E OPEN CUT I,2 r& RESTORE DR. j °� 3 6 OF 7 O ESTORE IN KIND. OPEN CUT CONC.SID EWALK SING ; & RESTORE '# IN KIND, e BORE INST X 45 deg. J. BEND ° JACK & BORE #2 ' IOW � LOT � INSTA�..L. 16" 16 SEE PROFILE M•J•B•V. BLOCK � SHEET � � 16" M.J. CHAP ° EDGEWATER PARK ®N SH0F' % 20' UTii rry I l F 21 22 23 1Im 1 � 14 rn r 66+00 FD. IRC COUNTY 67+00 ROAD 512 STAMPED LB 4644 634.25' ASPHALT PARKING OPEN CUT ASPHALT PARKING ASPHALT PARKING CURB & GUTTER 68+00 68+00 69 58.59 SURVEY BASELINE ,terU'IRC IRc rl CURB & GUTTER & RESTORE IN KIND. — 5 6 CONST. 16rr DIP. W.M. AS SHOWN w/ MIN. 6" & RESTO E IN KIND. 0 0 m z A ;q r m i m 7 8 RIVERSIDE PARK BLOCIf 7 EDGEWATEZ PARK 3 No,T­­ReVision Date $ By NO. Revision Date By INDIAN. •�11RI4P• RETENTION AREA INSTALL F.H.A. 9 10IR - �- 12 RIVER COUNTY ,w DEPARTMENT OF UTILITY SERVICES L SET NAIL & DISK STAMPED C.P. 7 SCALES I' = 30" GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. NO WATER IS TO BE SUPPLIED UNTIL A LETTER OF CLEARANCE IS RECEIVED FROM F,D.E,P, RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES AND FITTINGS PER CURRENT I.R.Co, STANDARDS$ 120 LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION$ INSTALL 1 V r x 12: TAPPING SADDLE & SLEEVE.: I OPEN CUT ASPHALT RD. & RESTORE IN KIND. DESIGNED BY, APPROVED BY1 BLANKEN Bflt McCain - BA( McCain, P.E. REVIEWED AND APPROVED BY, WILLIAM F. McCAIK F'LA. P.E. No. DATE, SEBASTIAN UTILITII.N SCALEt 1' = 30' c (� COUNT Y PROJECT NO. W.M. CONNECTIO (1E 71 UW 95 13 DS HEADWALL I.E. 17.4 C STA. 10+99.26 J O/S 15.00 STA. 10+99. O/S 15.00 ORANGE HEIGHTS OPEN CUT DIRT DR. FOUND BOLT SPIKE I INSTALL M. cx RESTORE 111 KIND, OPEN CUT lkjullkl. DR. If 1 N E. CORNER OF THE NSTALL M.J. BENDS (2) S.W. 1/4 OF SECTION z 9g3 6-31-39 8E *00'44" .VFL, LEFT 00 m C* INSTALL 8" M4 - I SE CTION N STA. /11+ 58.24 O/� 15.00 917 1 w 1DIRT D AR u_ M �IL FENCE I MAILBOX M ILIX Lj L11 LLJ ASPHALT RD 14 1 Z t _j — — — — — — — — — — — — IGIAISELINE1 AN7 EOF 164T 'DR):t__� h!nue��L D L.Li 1,11+00 2 +00 13•t 00 OR NAL CENTERLINEZ_ 12+79.75 EOP ui --- S.0 — — — — — — — — — — — — — EOP GUYPOLE Ld B. 76 F_ Lf) I r I.E.17.27., _x -4 WOODED AREAFENCE I FENCE HEADWALLS _j RIGHT OF WAY LINE < 3:: LAj I Ljj 0 0 z V) Ld > LL_ PAVE'MT 36" MIN. COVER ,Il PVC. W.M. 24" R.C.P. V HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 2' STA. 16+99-26 O/S 15.00 STA. 16+99.26 O/S 15.00 PIPE CROSSING SEE PROFILE BELOW OPEN CUT ASPHALT RD. /& RESTORE IN KIND. OPEN CUT DIRT DR. /ic RESTORE IN KIND. CONST. 8" PVC. W.M. 3' OFF E.O.P w/ MIN. 36" COVER & RESTORE IN KIND OPEN CUT DIRT DR. /ic RESTORE IN KINDJ m 920 & RESTORE IN KIND. SC/ALL I = ZU 941 STA. 16+99.26 O/S 15.00 FENCE FENCE RIGHT OF WAY LINE �Bj BOX -_._ CD I Du 1; R T D R. qB.T. T_ — — — — — — — — — — L — — — MAILQOXES z U- - — — — — — CON'c, D�,'I'�L ui --EDP 15+00 16+00 _j 16+99.26 UJI < LLJ - - - - - - - - - - - F EOP w F, JT N— S.B.T. BOX _j Ile FENCE z Ld LJ > STA. 16+99.26 N L_j O/S 15-.00 < U) < V 0 _j Ii T T.B.M. 89-46-E < ELEVATION 29.27 > 8" SPIKE IN WEST FACE � Lu 924 936 7 UNITS APARTMENT OPEN CUT CONC. DR. (5C M11WUML IN KIND. TRI—PLEX 3 UNIT INSTALL F.H.A CENTERLINE CURVE DATA A = 09'20'15" R = 435.00' 70.89' %SIGN STA. 22+28.68 STA. 22+99.59 O/S 15.00 L O/S 15.00 RIGHT OF WAY LINE L/ WOODED AREA (2- SERVICE WELL) _­'_rASPHALT R�, uj LO - X_x /,-' Ld MAILBOXES EUI�jCbkl�_ 'OR. L -MAILBOX H STA. 18+13.p3 — — — — — — — — — — — — — — — — — LLJ 20+00 ORIGINAL CENTERLINE E6_P m 21 +00 C,CNC� DP. 22+00 O/S 15.00 1 19+00 �E6P F_ < Lli EOP SET NAIL AND TAB EOP Cl EOP — — — — — — — EOP L.B. 4644 V) — — — — — — — — — — — — — -- — r - — — — — — — — — — — — — —B. §-.U.—G — — — — — — — — — — — §_.S.—U. G_ 4 _j < STA. 22+99.59 �,J 07S 1 b.00 RIGHT OF WAY LINE STA. 22+28.68 O/S 15.00' T.B.M. 89-47-A RESIDENCE ELEVATION 25.01 8" SPIKE IN WEST FACE 944 1024 RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, AND FITTINGS PER CURRENT I.R.Co. STANDARDS. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION. ALL EXISTING SIGNAGE, MAILBOXES, ECT. SHALL BE RESTORE IN KIND. OPEN CUT ASPHALT RD. & RESTORES IN KIND. OPEN CUT CONIC. DR. 0 RESTORE IN KIND. 1001 RESIDENCE I Lj_l DRIVEWAY f Date Revision Date B No.T--Revision STA. 18+63.53 O/S 15.00 CONDO 5 UNIT CONST. 8* PVC. W.M. 3' OFF E.O.P w/ MIN. 36" COVER & RESTORE IN KIND VACANT 1016 REEVIE'li'VED A�IID A"NIPPROVEE) BY- WILLIAM F. McCAIN, P.­ z -, 0*vt ?QWE INDIAN RIVER COUNTY DEPARTMENT OF i TECHNICAL. BLANKEN DATE: NOV. 96 LOUISIANA AVE _< 1840 25th STREET SCALE: 20' 4 32960 VERO BEACFL FIDREDA DESIGNED BY: A, , - * I ROBERT IMSEMEN, P.E 4 OR �;bt (407) 567-8000 1 UTILITY SERVICES COUNTY PROJECT NO. UW 96 17 DS W.M. EXTENSION 1004 SHEET 4 OF 7 r-. N CENTERLINE CURVE DATA c) a / ©= 12'35'09" R = 435.00' STA. 22+99.57 L = 95.55' O/S 15.00 WOODED AREA w 1033 INSTAL 45' M.J. BENDS UNPLATTED LANDS OPEN CUT DIRT DR. & RESTORE IN KIND. 1063 OP N CUT ASPHALT DR. RESTORE IN KIND. 1065 Sc'q�E 2Q, Q� INSTALL 45' M.J. BENDS / If a STA. 29+42.95 & RESTORE IN KIND.. ' A /If O/S 15.00 /� , , WOODED AREA (DIRT DR � FENCE r / DIR DR. % ASPHAL DR. S B T / RIGOT OF AY LIN - RIGHT OF WAY LINE - - \- / \ Q- - -BO rnf:D' k c I A, 23+0© - - \ IDIRTI f J4+00 ------------ - - - --�------ - - - - --------- BASELINE AND -- ---- - - - - -- - -�---- - - - - -- W� 25+00 26+00 27+00 ORI INAL CENTERLINE 28+00 29+00 29+42.95 z S T NAIL AND TAB - 4 L.B. 4644 EOP _ - l-- - - - - - - - - - - - - - - - - - STA. 23+95.12 RIGHT OF WAY LINE } ISTA. 22+99.57 O/S 15.00 j O/S 15.00 � FENCE 1032 II ONE- t � I UNPLATTED' LANDS STA. 23+95.12 O S 15.00 1 A HALT DR. OPEN CUT ASPHALT DR. & RESTORE IN KIND. WOODED AREA CONST. 8" PVC. W.M. 3' OFF E.O.P w/MIN 36" COVER INSTALr45' M.J. BENDS & RESTORE IN KIND OPEN CUT DIRT DR. m (A 0 m z 0 m 1040 0 D D m U - - - - - - - - - - - EOP w cp - / RIGHT OF WAY LINE c� D 0 > STA. 29+42:95 m u O O/S 15.00 m m z U_) UO � 0 I z4 C7 I raij z m m 01 UNPLATTED LANDS 1048 TITUS FRED'S INSTALL 8" x 8" M.J. TEE -_ INSTALL 45' M.J. BENDS 8" M.J.G.V (2) M.J. CAP GRACE LANDING (FUTURE) �-- INSTALL 45' M.J. BENDS INSTALL F.H.A � CONST. 8" PVC. W.M. � T.B.M. 89-47-B 1 3 OFF E.O.P � ELEVATION 27.42 W MIN 36" COVER 8" SPIKE IN EAST FACE 0 1 y ' WOODED AREA & RESTORE IN KIND REP IAT G F SCHOOL PARK � �J E� D STA. 29+42.95 41I.14 O/S 15.00 STA. 32+02.93 WOODED AREA o s 15.0o INSTALL 22.5' M.J. BEND / � i > f { C RESIDENCE _ U. G . o i W �" - - - OPEN CUT DIRT DR. ----- ----------------- ------ -- �& RESTORE IN KIND. {{ D I _ Cr 29+42.95 - 30+00 - 31+00 ORIGINAL CENTERLINE - - 32+00 - - - _ e 1 { INSTALL F2.5* M.J. BEND STA. 33+09.73 { � - 15 o%s z/TA. 45 M.J. BEND -{- AND BASELINE SET NAIL A AB. - �. - - - - - - - - - - - - - - - - - - - - - EOP - - - - - - - - L.B. 4644W-------- I -�`33� ' i I of RIGHT OF WAY LINE �p `� + FENCEFENCE jT' CENTERLINE CURVE DATAz STA. 32+02.93O/S 15.00 qqG = 00`59'21" Q N +56.69 `D 16 DT � \ �` < R = 10352.45' � U' STA. 29+42.95 CENTERLINE CURVE DATA �4g \ O S 15.OQ 1j r L = 178.72' O/S 15.00 F� 0 = 26`02'20" STAis, S 33+09.73 \ ��P \ i m R 235.00' �'�\ OPEN CUT DIRT DR. / / o z I L = 106.80' POWERPOLE WELL STA. 33 87.57 & RESTORE IN KIND. / m o \ SET NAI� ND TAB / cli� BLOCK L. B. 644 II RETAINING WALL " DEFL. RIG( `6239'31STA. 34+41.39 �� / BUILDING \ O/S 16.21O/S 15.00 `r / STA. 35+99.45 STA. 33+ 72.20 \ , / G 0/S 14.16 / / o �_B- S. U.G. RIGHT OF AY LINE BUILDING - - - - - - f I 35+00 BASELINE L - W 1130 _ - v - c) cn UNPLATTED LANDS OPE CUT ASPHALT RD.-- STA. 34+20.73 ` - - EOP w & RESTORE 1N KIND; �- SET NAIL AND TAB - - - - - - - - - W L.B. 4644 - -' - r DEFL. LEFT 90'31'59"- - - - - - - - -- - r - - - ALONG CHORD TO THE P.T. - /-RIGHT OF WAY LINE II t � � STA. 35+99.45 RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, 7. E . � , �A t � V V A�' (� � � , R f �%� o s 15.oa AND FITTINGS PER CURRENT I.R.CO. STANDARDS. INSTALL 90' M.J. BEND OPEN CUT ASPHALT RD. & RESTORE IN KIND. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION. ALL EXISTING SIGNAGE, MAILBOXES, ECT. REVIEWED AND APPROVED BY: SHALL BE RESTORE IN KIND. Qj� WILLIAM F. MCCAIN, P.E. 1 DATE: No. Revision Date B No. Revision Date B ��vER DEPARTMENT OF TECHNICAL: BLANKEN NOV. l� SHEET y y INDIAN RIVER COUNTY 4 1840 25th STREET - LOUISIANA AVE � � � VERO BEACH, FLORIDA 32960 DESIGNED BY: SCALE: 2a "\ / ROBERT NRSEMEN, P.E W.M. EXTENSION OF 7 ���ORIpP• 407 567-800® U'ILITY SERVICES COUNTY PROJECT NO. UW 96 17 DS m CARRIER PIPE (ALL RESTRAINED) CASING INSULATOR, WITH RUNNER HEIGHT TO BE LARGE ENOUGH, SO THAT IT DOES NOT INTERFERE WITH THE PPE RESTRAINED JOINTS. CASING INSULATOR BY CASCADE WATERWORKS MFG. OR EQUAL. STAINLESS STEEL NUTS & BOLTS STEEL CASING PIPE CARRIER PIPE NOTES 1. NUMBER OF INSULATORS AS PER MANUFACTURERS' SPECIFICATIONS. (BLOCKING DETAIL) JACK AND BORE M-13 10' ROADWAY 10' PAVING T5Z ROCK BASE DUCTILE IRON TO EXTEND ONE LENGTH MINIMUM DUCTILE IRON M.J. CLASS 52 PIPE CARRIER PIPE SIZE STEEL CASING MINIMUM WALL THICKNESS 4" 12" .188 6" 14" .250 8" 16" 250 10" 20" .250 12" 24" .250 16" 32" .375 20" 1 40" .375 24" 48" .500 30" 60" .625 36" 72" .625 42" 84" .625 48" 96" .625 NOTE: IF RETAINER GLANDS ARE REQUIRED. THE CASING SIZE SHALL BE ADJUSTED ACCORDINGLY. CASING INSTALLATION M-14 DETAILS SOgL 2Q J 180' RETURN BEND d 3" DIP . IArl/ Rr Rnpp- -41 STAINLESS STEEL -� ' INSECT SCREEN DRILL OR THREAD OPENING OFFSET WITH BENDS AND WELD CONNECTION AS REQUIRED WOOD BACKSTOP REQ'D. IF / MASONARY SEAL IS USED SEAL REQ'D. ROUNDOP PE i Ii� ..I/ —1 PIPE C. K U 5 b I N U MAIN NEW STEEL CASING NOTES 1. LOCATION OF CASING VENTS TO BE DETERMINED BY THE ENGINEER IN THE FIELD. CONTRACTOR TO PROVIDE FITTINGS AS REQUIRED. 2, SEE BLOCKING DETAIL ON DRAWING NO. M-13. (CASING VENT) JACK AND BORE CENTERLINE CURVE DATA A = 00`32'08" R = 10352.45' //�0 00, w L = 96.75' / /� / _J Q INSTALL B" M.J.G.V. // / �/ / <- � " °' w f PLUG. `r' l 1�� ll1 °'jcr) o 30 oFF' E.o c. W.M. �" //' / ,,, ���z�� / A.G. ROSE w/MIN. 36" COVER S U B D I VI S I 0 ICI & RESTORE IN KIND. I' STA. 35+99.41 I ll STA. 37+44.84 0 S 14.16 I CO 0 S 15.0�7 STA. 36+58.20 / O/S 12.78� CURB _ �� i INLET �\ RIGHT OF WAY LINE Z= = i CURB SIGN — �-- C (TYPICAL) —I W _ — OIRT at. I — J o�T Ok INLET — _EOP _ 7- 36+00 +oo BASELINE 38+00 f-- SET NAIL AND TAB EOP Q LLJ W L.B. 4644 — — — — — — _ V) STA. 35+99.41 ` OPEN CUT DIRT DR. o S 15.00 0 & RESTORE IN KIND. IF. E.C.RAILWAY , i r 0 0 9 RIM RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, AND FITTINGS PER CURRENT I.R.Co. STANDARDS. LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR EXACT FIELD LOCATION. ALL EXISTING SIGNAGE, MAILBOXES, ECT. SHALL BE RESTORE IN KIND. No.I Revision I Date I By I No.I Revision Date By RwERC I ` OPOR 1 OP NDIAN RIVER COUNTY 1840 25th STREET VERO BEACH, FIARIDA 32960 (407) 587-8000 M-15 SEE PROFILE BEL01 JACK & BORE #1 SEE PROFILE BELOW EXTEND 32" CASING 5' BEYOND R/W i VV rCf VY INSTALL 900 M.J. BEND ,VALVE Li z � r 3: cv Q z '- w m TRACK EL.18.00 ry lis_zil 17.0 N.G OUND p 16.0 15.0 3' CO ER (BOT SIDES) T N. 14.0 A 13.0 L.350 D.I.P. W 12.0 EXIS ING 2 " F.M. 11.0 fV712R opT1C 100 OOAT&T RENC CAB E 20' UTILITY EASEMENT ROUND INSTALLED VENT SEE DETAIL M-15 .�. INSTALL 90 deg M.J. BEND INSTALL 45 deg. M.J. BEND w/ MEGA —LUG RETAINER CL.350 D.I.P. AND GLANDS (BOTH SIDES). INSTALL SPOOL PIECE A W/ ASSOCIATED RESTRAINT JACK & BORE 32" STEEL CASING (BOTH SIDES) PER SPECIFICATION w/ 16" DIP. CARRIER PIPE. INSTALL RESTRAINED JOINTS WITHIN CASING. SEE DETAILS M-13, M-14, M-15 JACK & BORE RAILROAD NOTES: 1) AT NO TIME WILL CONSTRUCTION INTERFERE WITH THE NORMAL AND SAFE OPERATION OF THE RAILWAY. NO CONSTRUCTION, MANPOWER, OR EQUIPMENT WILL ENTER THE RIGHT—OF—WAY BEYOND SAFETY CLEARENCE LIMITS OF 20 FEET FROM CENTER OF NEAR TRACK. 2) CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET FROM RAILROAD TRAFFIC CONTROL DEVICE. 3) THE F.E.C.'S RAILROAD INSPECTOR SHALL BE CONTACTED A MINIMUM OF 7 DAYS IN ADVANCE OF BORING CONSTRUCTION, INCLUDING PIT EXCAVATION. 4) CASING PIPE SHALL BE SEALED AT BOTH ENDS FOLLOWING CARRIER PIPE INSTALLATION. 5) TOP CASING MUST BE 5.5' MIN. FROM BOTT. OF RAILROAD TIES. REVIEWED AND APPROVED BY: BILL DEPARTMENT OF TECHNICAL: BLANKEN DATE: NOV.96 LOU DESIGNED BY: SCALE: 1" = 20' UTILITYSERVICES BILL McCAIN, P.E COUNTY PROJECT N6, UW 96 17 DS W • m • APPROVED BY: T JACK ♦ BORE ' Y No. 1uJ u R; m U OH 230.64' s3+oo SURVEYI BASELINE I sa+oo JACK &BORE #2 SEE PROFILE BELOW Z 100' R/W r Z �m U.S.1 CASING CASING 38' projected E.P. G Jae ti g° 1p 15' BEYOND E.P. 6 JACK & BORE 32" STEEL CASING PER SPECIFICATION w/ 16" DIP. CARRIER PIPE, INSTALL RESTRAINED JOINTS WITHIN CASING. SEE DETAILS M-13, M-14. HORIZONTAL_ SCALE: 1 ' = 30' VERTICAL SCALE. 1" = 3' AcCAiN, P.E. ISIANA AVE EXTENSION pl­ JAC ASE H���F- K & BORE ,. a R/W (TYP,) -RI UF &nVE ROAD ROAD - MAIN UNDER CONSTRUCTiONI F.H. NAIVES SHALL BE LOCATED ADJACENT TO TEE INDICATE DISTANCE FROM RIGHT OF WAY (TYP.) NOTES 1. VALVES MALL BE LOCATED SO THAT ONLY 3 VALVES ARE REQUIRED TO ISOLATE ANY 2 RESIDENTIAL OR i COMMERCIAL BLOC- 2. VALVE SPACING ON WATER MAINS SHALL NOT EXCEED low 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. 51 PIPE INSTALLED LIFER PAVEMENT SHALL BE D.LP_, AND SHALL EXTEND 5 FEET BEYOND EITHER SiDE OF PAVEMENT. P.Y.C. MAY BE USED BELLOW ENTRANCE ROADS AND PARKING LOTS, IF INSTALLED WITH A MINIMUM OF 42" COVER. 6 DEAD END ONES, VALVES, AND HYDRANTS SMALL BE RESTRAINED. 7. ALL LINES MINIMUM M 10. OFFSET FROM BUILDINGS. 1N:xAN RIVER COUNTY ( DRA:NG DEPARTMENT OF `VALVE AND FIRE HYDRANT UTILITIES SERVICES LOCATION DETAIL W-1 0-4 0�+ • •.HANDLE BRASS SCREW I "It U .- BRASS ELBOWfit WIN - •ASS OZZLE SLIDE so IRON NOZZLESECTION Rom+♦A♦+ •`R•R NOTESN, COVER1. PERMANENT�BRASS • O e• PET COCK POINTS SHALL MANUFACTURED BY .. .: EDOUNDARY. • ♦ MO. MODELEaJsSE s� NO. 88 OR APPROVED EQUAL AALUMINUM BASE •iI PERMANENTLEAST STATIONDEVIEL- OPMENT PROJECTt"tr] BY I.R.C.D.U.S, 1/4' COPPER TUBM 3, PERMANENT SAMIP- POINTREQUIRED LING TRAFFIC PROTECTED jf '} DETAIL A 13RASS PIPE GALVANIZED3/8' PIPE BRASSfsa O 1/4" BRASS ELBOW RUSSM SEAT BRASS .. BRASS VALVIE- .♦► INDIANLill] RIVERCOUNTY� /� l•: •. t r R.. DEPARTMENT e �i_ �. UTILITIES SERVICES (2} - 3/4" GALV. FOUR HYDRANT WARDS .PAN AS REQ'D. BY IRCDUS SEE NOTE I(BELOW) W) g0? SEE NOTE 3 (BELOW) 45? GATE VALVE MECHANICAL JOINT TEE VARIES WATER MAIN PLAN VIEW CONCRETE THRUST BLOCK PUMPER NOZZLE FACING ROADWAY VALVE BOX ACCESS 'a' GRADE q'i DIRECT , CONNECTION z o (ANCHOR TYPE) N u 6' G.Y. 6" PIPE \ 1.5 CU. FT. CONCRETE \ \ 6" (MIN.) CONCRETE THRUST WATER MAIN BLOCK UNDISTURBED NOTES CROSS SECTION SOIL 1. HYDRANT GUARDS TO BE 4' DIAMETER GALVANIZED STEEL OR DUCTILE IRON PIPE FILLED w/ CONCRETE. WARDS TO BE PAINTED SAME AS HYDRANT. 2. C, OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE C L OF THE RAREST 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- DARUNG B-84-B,MUELLER A423 OR C LOW MEDALLION F2545. 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY D USED IF APPROVED BY fRCDUS (E.G. 11E RODS) 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN UEU OF ABOVE. INDIAN RIVER COUNTY DR NO, DEPARTMENT OF 0 FIRE HYDRANT DETAILS r} UTILITIES SERVICES W- 2 FEBC❑ 805Y DEL, CK. 2" G.V. 2' SCH 40 GALV. (TYP.) "T" or "Wye" (TYP.) 2" METER PRESSURE GAUGE SEE NOTE 7) (TYP.) on w 2" SERVICE EXISTING GRADE 18" MAX SADDLE 12' MIN P FORD FB 1700 � O 2" CORP. STOP NEW W.M. TIE-IN VALVE TO BE CLOSED AND LOCKED. EXISTING WATER MAIN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL ONLY (iN THE PRESENCE OF THE ENGINEER OF RECORD), TO FLUSH LINES GREATER THAN 6" DIAMETER. SECTION IN04AN RIVER COUNTY ` TEMPORARY NO DRAWING DEPARTMENT OF K W - 12 UTILITIES SERVICES JUMPER DETAIL ( A) GRADE ROADWAY MADE (SWALE) CONCRETE PAD 30" SO. X 4' MIN. THICK W 1 °f•/.. ♦ a 2,. No. 30 C04 MIN. 2' LOCKING CURB STOP W/ P.Y.C. PLUG APPROVED COMPRESSION ° ° METER BOX FITTINGS • ° 12' MIN. I.D. 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 i CONCRETE POURED � • � ' � . ` � � � �tr. TO tNIDNnwPrD ` 4 ; , PRESAIRE-TREATED NOTES sal PL"WOW 1. COAT ALL EXPOSED THREADS ` WITH COAL TAR ENAMEL BEFORE BACICFILL 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 CO„ ST. LOUIS, MO. MAY ALSO BE USED. 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE IRCOUS. ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS. DRAVANG INDIAN RIVER COUNTY NO. DEPARTMENT OF 2" BLOW -OFF unumEs SERVICES W- 3 NOTES: 1. A temporary jumper connection 16 required at all connections between existing active water mains and proposed new water main improvements. 2. The detail below is to be used for f fling any new water main of any size from existing active water mains and for flushing of new mains up to 6' diameter (Z5 FPS minimum velocity) and for pulling bacteriological samples from any new water main of any size. The jumper connection shall be maintained until after filling, flushing, testing and disinfection of the new main has been successfully completed and cteoronce for use from the Florida Deportment of Environmental Protection (FDEP) and other pertinent agencies has been received. Adequate thrust blocking and/or restraints shall be provided temporarily, as required. Pipe and fittings used for connecting the new pipe to the existing pipe shah. be disinfected prior to installation. in accordance with AWWA C651, 1992 Edition. 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. This tapping sleeve and the exterior of the main to be topped shot] be disinfected by spraying or swabbing per Section Two of AWWA C651-92. This Jumper connection shag also be used to maintain a minimum pressure of 20 PSI in the newmains all the time after disinfection and until F.D.E.P clearance letter is obtained. 3. The Contractor elnal provide documentation demonstrating that the double check backflow prevention device has be" tested within one year at the time of installation and is in good working order at the time of installation. The test shall be preformed by a qualified back Now prevention technician as approved by Indian River Countys Engineer. a. r to lies 6` diameter, h Except as required flush � greater than din a er, the tie-in valve shall remain closed and shall be lacked in the - closed position by the utility company. The tie-in valve shill remain locked closed until the new system has beer cleared for use by FDEP and all other pertinentagencies. 5. upon reoept of clearance for use from FDEP and all other pertinent agencies, the Contractor shelf remove the temporary jumper connection. The corporation staps are to be closed and plugged with 2' brass stops. 6. All instdiation and maintenance of the temporary jumper . connection and associated bockflow prevention device, fittings valves, etc., shall be the responsibility of the Contractor. 7. If the water main to be flushed is larger than 6' diameter or such length that a full pipe flush at the 2.5 FPS velocity cannot be occomplished, the following procedure shall be utilized. a) install pressure gages as indicated on detail. 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. DRAVANG INDIAN RIVER COUNTY TEMPORARY DEPARTMENT OF W - 1 2 JTiLITiES SERVCES • JUMPER DETAIL (B) PROPERTY LINE GOOSENECK 3' METERS SHALL BE IG (MIN.) OR SWING LOCATED IMMEDIATELY 4T OR APPROVED INSIDE THE RIGHT-OF-WAY DAL BY IRCDUS LO(�CINOOODP�IE UNLESS OTHERWISE CURB STED BY iRCDUS (TO ACCOM'�� •ME R: BOXESS "OR'01p*"5//8" x 3/4LO cxilKxREiE air 2'-0 ROADORPSTFINISH GRADE oQ 12" IN LINE DUAL LONG S CHEECCKK BY OUS STAINLESS STMETERS DOUBLE STRA( NOTE 6} SERVICE SADD WATER MAIN AS REQ'D. OTES SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18' CENTERS (MIN.). S1RT SERVICES REWIRE 18" MIN, COVER; LONG SERVICES REWIRE 24 MINIMUM COVER. MINIMUM SFJRVI SIZE NOT LESS THAN 1", DUAL SERVICES SHALL BE A MINIMUM 1-1 AND TRIPLE SERVICES SHALL BE A MINIMUM 2'. QUADRUPLE ViCES SHALL BE AS APPROVED BY IRCDUS. 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 SC•I 40 P.V.C. METERS GREATER THAN 2 INCHES SHALL BE AS MANUFACTURED BY HERS" MASTER OR AS APPROVED BY I.R.CO. DEPT. of UTILITY SERVICES AND SUPPLIED BY APPLCANT. METERS 2 INCHES AND SMALLER SHALL BE SUPPLIED BY IRCOUS. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/PR 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. CURB STOPS TO FE SAME SIZE AS METER TO BE INSTALLED. N RIVER COUNTYPARNO nes SE V E WATER SERVICE W-4 nEs SERVICES PROVIDE TRENCH SLOPE AS REQ'D. F GRADE DETECTION TAPE w3 SEE NOTECr 6" MAX. LAYERS OR OTHER APPROVED MAINTAIN TRENCH U METHOD TO ACHIEVE MOTH 2'-0" ABOVE Z 95T° COMPACTION TOP OF PIPE SEE NOTE 4 N MAXIMUM WATER LEVEL F1�71 7), 4" MAX. ALLOWABLE DURING LAYERS CONSTRUCTION AT 955E 3/4" DIA, BEDDING ROCK 12" PIPE 12 OR PEA ROCK WHERE WI UNDISTURBED CONDITIONS REQ"D. TRENCH TH SOIL 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'-O`. 6. 2' WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN. TAPE TO BE MARKED- "CAUTION: WATER LINE BELOW' OR "CAUTION: FORCE MAIN BELOW. 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. DRAINDIAN RIVER COUNTY do G DEPARTMENT OF {UNPAVED AREAS UTILITIES SERVICES TRENCH DETAIL M-1 1 1 /2" P.E LOCKING SERVICE LATERAL CURB STOPS METER BOX (METER NOT SHOWN) 1" P.E. LAJ z SERVICE LATERAL BRASS COMPRESSION w WYE BRANCH IN LINE DUAL BRASS LOCKING CUR13 CHECK BY IRCDUS PLAN VIEW uj STOP (FORD OR MUELt ER) CL WITH INTEGRAL o METER COUPLING a CENTER OPENING OVER METER(S) 1" MIN. CUSTOMERS PIPING r// METER BOX �( (BY OTHERS) (SEOE3>OTE 3 >lr 4" MIN. GRAVEL OR CRUSHED ROCK CROSS SECTION NOTES i 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 IR.C.D.U.S. 3. MINIMUM SIZE OF METER BOXES, V SERVICE UZ' X 2V)i 1-1/2' AND 2' SERVICE (17' X 28'), 4. 5/8' -3/4' METERS SHALL BE HERSEY TURBID, MASTER METER, OR APPROVED EQUAL WITH 5/8' RUBBER METER WASHERS, 5. V - 2' METERS S14ALL BE MASTER TURBINE OR COMPOUND AS REQUIRED. DRAVANG INDIAN RIVER COUNTY NO. DEPARTMENT OF METER BOX unuTIEs SERVICESmy W-5 BASE TING 1� >NiM V + r WL SWAM 1027MTM HWK MECHANICALLv SAW EXISTING PAVEMENT IBM rrrrrrr rr//r !rr REPLACEMi?NT SEE NOTE 6 LIMEROCK BASE IN 3 LIFTS AT 6" MAX, LAYERS OR B8Z OTHER APPROVED METHOD TO ACHIEVE 957 COMPACTION 77t7 a" MAX. X MAX. WATER LEVEL LAYERS .., ALLOWABLE DURING AT 95% * r �CONSTRUCTION e 3/4" D1A. BEDD NG ROG( ► E 1Z" OR PEA ROCK WA•11OtE UNDISTURBED SOiL CONDITIONS REQUIRE iPA" VAM Y NOTES 1. WHERE SDI_ CONDITIONS CANNOT BE MAJINTAiNED AS SHOWN ABOVE, PROVE APPROVED METHOD OF CONSTRUCTION. 2 SHEETING WILL BE REWIRED 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 / FA,O.T. STANDARDS. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL 7. TRENCH MTN 'W - PIPE O.D. PLUS 2'-0", 8. 2" WADE DETECTION TAPE WITH METALLIC BACKING TO NE INSTALLED OVER MAIN. TAPE TO BE MARKED- "CAUTION: WATER LINE BELOW" OR 'CAUTION: FORCE MAIN BELOW". DRAWING INDIAN RIVER COUNTY (PAVED AREAS) NO. OF UTILITIES DEPARTMENT CE TRENCH DETAIL M-211 A CORPORATION STOP SHALL BE INSTALLED WITH A LENGTH OF 1" COPPER TUBING EXTENDING ABOVE THE GROUND. THE TUBING SHALL BE INSTALLED WITH A 18Ci BEND. 1` GATE VALVE 1" COPPER TUBING a N z GRADE N �5 O CORPORATION STOP Q WITH P.Y.C. PLUG WHEN ABANDONED "-WATER MAIN j NOTES 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF ALTERNATE MATERIALS AS APPROVED BY IRCDUS. 'INDIAN RIVER COUNTY 4 SERVICESI (BACTERIOLOGICAL) DEPARTMENT OF UTILITIES - 0000090000900 00000000000000 000000000000�0 00000000000000' 8000000000000a all 00000000000aall . 0000000®000009 0000000000na a • 0000.000000000 a ; R0000000000000 e0000000000000 a ° 00000000000000 80800000000000 ' H0000000000000 r , H0000000000000 00000000000000� • �: 00aaa00aaa0o8a DRAWING INDIAN RIVER COUNTY (THRUST BLOCKS) NO. UTiunES SERVIC SCHEDULE AND NOTES M- 8' PLUG STA. 0+ T•0.P, rf. 4.63 NOTE: A MINIMUM TEXT SIZE OF 1/8" a 8` P.V.,R-33 SHALL BE REQUIRED ON ALL STA. 0+37 ASBUILT SURVEYS. GRADE ASPHALT SURFACE FINISHED GRADE � 6» SIZE OF MAIN T.O.P, LPL. 4.40 R/W 3" BRONZE DISC ANCHORED 8" 1/4" BEND OBSTRUCTION'\ 36" MIN. 36" SQUARE IN CONIC. POST AIR -SERVICE STA. 0+62 COVER 2a" SQUARE 6' X 6' CONC. POST MAIN PAVEMENT * T.O.P. XL. 4.42 24" X 24" X 6" THICK CONCRETE PAD AT 36"COVER DEPTH OF COVER - T. 8" MAIN RESTRAINED PRESSURE MAIN �.. ° : sr, • n EACH VALVE BOX WITH (1) - NO. 3 0 8" 1/8 BEND JOIN75 ° ° CONTINUOUS. (SHALL BE 36" X 36" iF F.M. UNDER W.Y. � STA. 1+15 45' OR 2' (1) NO. 3f r LOCATED IN TRAFFIC WAY.) N/3NCASBYENT 3 T.O.P. BL 4.89 STA. 123+18 BENDS �JY ENCASE AS REQ'D. ° ° �bNTIN• 1/8" DEEP LETTERS ILLY. T.O.P. 6L 8.4E ♦tl 8' 1/8 BEND F.Y. UNDER & WT. S. ry tT� Tn ONE ) TO BE CAST NTH 3" DIA. AIR Rta EABE STA. 1+22 P.M. T.O.P. RL. 6.60 SPECIAL UTIU 1 I CROSSING ' FI I IIN� E ° > • CONCRETE SLIDE TYPE PAD TiN. BRONZE DiSC AS MFG. VALVE ON'8R W.M. T.O.P. PL, 6.52 SAN. S.T.O.P. EL. 6.40 O 18 MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, LIIrEROCK VALVE BOX BY SHADOW BRONZE CO. STA1+38 ARV. TAP W.M.i/Y. T.O.P. BL. .43 STA. 1+28 8' SLEEVE AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH BASE if STA. 122.25 MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED SLIDE TYPE FINISHED GRADE , 3' P.Y. T.O.P. EL. 5.32 IFMINIMUM CLEARANCE c�AANN�BE OBTAINED. TYPE I VALVE BOX TYPE 11 R-114 CORNER STA. 2+76 � R� Mc P4 OF BLDG. ;LOPE TO/~ Ci POLYETHYLENE CASTIRON STAY -PUT COVER F.Y. UNDER TEE. � b F.Y. T.O.P. IL 6 9S \ 04 + TO TSL. RL. OBSTRUCTION 36 MIN. COVER •�'� OR EWEEN VALENT) RAISED LETTERS MARKED: \� } • "WATER' AS APPLICABLE ..• R/V! SEE NOTE NO. 2 PRESSURE MAIN OR FOR ACCEPTABLE 24' MAX. "SAIL SEINER' AS APPLICABLE DEFLECTION (ENTER A FUTLL LENGTH ' ` T OF PIP T EE A t• ENCASE As REQ'D. POINT tXROSSiNG 121+00 122+00 123+tx) 8 P.V.,R-33 STANDARD UTILITY CROSSING - DEFLECTION TYPE SET POST IN CONCRETE T.a.P. BL.5,63 SAN. S,. • NOTES NOTES 1. ITALACIZED PRINTING SHOWN ABOVE REPRESENTS THE MINIMUM I WORRMATI ON TO BE PROVIDED BY THE ENGINEEW S/CONTRACTOR'S SURVEYOR TO IRCDUS o NOTES ON REPRODUCI BLE ASBUI LT SURVEY DRAWiI NGSU ALL ASBUI LT SURVEY'S POS1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER TYPE I TYPE II TO BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE THE HE FILE. Y UNDER SPECIFIC ORDERS $Y THE ENGINEER SHALL PROVIDED ON A 3 1/2' COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST. FITTING TYPE CROSSIIME, BE ALLOWAED PROVIDE EXTENSION1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 2, BASELINE OF CONSTRUCTION & STATI ONI NG OF ITEMS TO BE [IN THE 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE AS SHOWN 2 MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS CENTERLINE OF THE PIPE, MANUFACTURE'S MAXIMUM JOINT DEFLECTION 3, TIB' 13F PIPE ELEVATIONS & STATIONING TO BE TYPED, LISTED, SEALED & SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR RELEASE VALVES 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AS C04STRLICTION PROCEEDS, AFTER ASSEMBLY. C2 COATS MINIMUM.) NOTES 4. CONTRACTOR TO I NDI CATE THE SI ZE, TYPE, DI RECTI ON AND NUMBER 4, OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.UU S. OF TURNS TO CL13SE EACH VALVE. 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER 5, CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE, STREET 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN J AND YELLOW FOR FORCE MAINS. ADDRESS, AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO & SEWER IS LESS THAN 18 INCHES. D.I.P. WITH MECHANICAL JOINTS MAY 1 LI NE £XTENSI OHS. BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING (DRAVANG WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO INDIAN RIVER COUNTY EXAt�P�) No. AS TO LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. DRAWING DEPARTMENT OF UNTY NO. DRAVANG INDIAN RIVER COUNTY DRAWING INDIAN RIVER CODEPARTMENT of PERMANENT UTILITIES SERVICESASBUILT DRAWING M-1 INDIAN RIVER COUNTY N0. No. INDIAN RIVER COUNTY NO. UTILITIES SERVICES LAND MARM -1 11 Now DEPARTMENT OFUTILITY CROSSINGS DEPARTMENT of VALVE AND BOX DEPARTMENT OF VALVE MARKER �. UTILITIES SERVICES M-� UTILITIES sERWncEs M-7 unuTIEs SERVICES VALVE BOX PAD M-8 REVIEWED AND APPROVED BY: BILL McCAIN, P.E. No, Revision Date By No. Revision Date 8Y �RI��� INDIAN RIVER COUNTY TECHNICAL: BLANKEN DATE: NOV. 96 SHEET DEPARTMENT of S EBASTIAN UTILITIES & LOU I S IAN AVE i 1840 25th STREET VERO BEACH, FMIMA 32980 VICES UW 95 13 DS 4ORj (407) 567-8000 UTILITY SER Y IC.L•1AJ COUNTY PROJECT NO. UW 96 17 DS W.M. EXTENSION OF 7