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Home My WebLink AboutC700 WATER PLAN-Layout1S: \55960PUL -S1 \DWG \C700 WATER PLAN.dwg, 9/5/2012 11:08:06 AM, KGiI o 0 {X. STM MII —T ..=907 I`V W- 895.94 I � 1 S M C. =90 8 NNJR& 2' rte 800 . `1 <_ :NIpOLI 86 1 .1 IvW -. U'<B NL T • I C. 906.10 =1 ( EX. FIRE HYDRIANT o L -908 EX. S M IN_ET T.C=903 87 TT INV. W- 900.17 r= r=1 251 F 90E - --- 907 ';D? �. N _ N- 87724 -TEN L E -876 92 v. vd =87F 7 1 -\ X11 I I 1 ' I JRB HET o t C. 05.73 901.5 I0 L) FX_ CT' R IN i -LC ='C 4.90 INV N 8 9. I' r1 0 m0 1/ 1 9D3_ �1 11 I 1 '1 1 1 � X, U- IN LET II I C 'TOT( 14 :, NV. n- eJU1.0' EX INLET T� 904 24 IN 900.07 X. CUI 13 INI LT � TC. 5011_50 rMM 1II7 L.F. 6' 830 RIS -R 1 10'LMH' T.C.-908.' ENR- 30 R.D.E. EX 5 M N_CT I2=90E 0/ - NV. W= 901.34 EXISTING VILLAGE OF WEST CLAY, SECTION 10,010 gOf- 10' LM.A.E. _17 '_F 77 LF. 6 850 30' R.D.E. 2 /10' L.M.A.E. 0 R� D.E� 7 EX. STM INLET T.C. -N9 73.92 �I . 899_82 INN V. W-899 75 905 - 90g. EX. STV INLC �CONThACf6t4 i6 TIE WATER INTO EX. ,--3> > WATER MAIN EX. FIRE HYDRANT 11 ms ( EX. MANHOLE 905.03 II W= 8.7.12 / \ EXISTINc VILLAGE OF WI SECTIO 10,010 Z '191 0 RISES �ti - 900. 4 1\ 1 \ 211' L.F. 6" SD 10' L.M.AE RISER C. =905.4 �z W 9 ow. 050 zp �w VAR. B.L. 25' B.L. 25' B.L 30' D.E. J' 2F-6- w � - a I LJ ? 25tl .0Thi x(_20' D.U. &S.S.E. 1 1' ROPPER SERVICE LINEV ° ' 49r_S'F. L / I� Lt .\ I 3\ \ 1" 9 L. COPF. PER. SER ICE LINES A el VAR. D.U. &S.S.E. /- uwL -F 20' D.U. &SSE EX. 351' RRH �JA BREND E AF TC JW 3f ENDLE 0 150' WIDE REGULATED DRAIN EASEMENT FOR THE J.W. BRENDEL DRAIN (75' EACH SIDE OF THE TILE) VA *\ 8' VALV TEMP. HYDRANT W /VALVE BEND H' RANT W /VALVE 8X8 TEE VALV \\ COPPER SERVICE LINE i �o 49 L.F. i Is I 115' R_D.E_ ) 20' D. &U E.' 25' BEND 7 5 R.D.E. J 15 R_D.E RISER I_C. =908.9 F. 6 SSD 1' 15 R.QF =f /15' R.D.E Li \ \ b 1" COPPER \ Fe SE VICE LINE \ 49 L.F. 9O6 \ \(J INSTAL\ 10' CM' M5 i 1 \ AT END OF PIPE / \ W /ANIMAL GUARD S.S.D. o TO OULET V 1-TO RIP RAP INSTALLED WITH SIR. #416 I 1 so ° 1" COPPER 'tip SEFVICE LINE V49 L.F. 0 I XIT IINC IO..SI IO \ LI SI ILO AND 1 LL u ,y )CPPER IgC L.F. E LINE o ANGLE VALVE PROTECTED WITH PLASTIC WRAP 4 - 908 -- 6' MINIMUM O TOPSOIL OR 353 STONE / HYDRAN W /VALVE PAVEMENT SECTION VARIES IT OF SUBGRADE 1" CORP. COCK FINAL BACKFILL SHALL BE PER NOTE I. " COPPER SERVICE PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATLR SLRV CH \STALLAT ON TYP 1= III = III =11 CONCRETE THRUST BLOCKING CONCRETE TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS F1111E11I- 1X1 =11 L =11 CAL T RUST BLOC (NO SCALE) L \G PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF IPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF BEND 6 „ 8” 10" 12" 14" 16 18 20" 24" 30" 90 °, TEES & PLUGS 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 45° 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2° 3' 4' S' 6' 8' 9' 10' 12' 14' 11 -1/4° RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOT GASKET SYSTEM, (NO SCALE) NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. BEDDING HAUNCHING, TRENCH WIDTH, INITIAL BACKFILL MATERIALS, PLACEMENT, AND COMPACTION PER STANDARD PRACTICE OF UTILITY HAVING .NRISDICITON OVER INSTALLAIIOIN. \\ I / MINIMUM COVER SHALL BE PER NOTE 3. • 0 Po DEMOLISH AND REMOVE EXS -LNG DRIVES -01( MIN.) 1 A 25' . L. I "T-ti 20' 1 R D.E. ILJ rnm) 9882 L (SCE SHEET 0603 • FOR INFO ON SSD) 7) A \ <'' 11SEP \ ' I.C. 303.2 18. VA VE MP. .RICF s 1 /TEVALVRE (CONFORM TO LOCAL REQUIREMENTS) Fs.sC > \ 8008\ VALVE BOX COVER - CURB 269,000/ ''WAyEE? MAIN TEE OR V` PIPE MATERIAL PER UTILITY TWANG JURISDICTION OVER INSTALACON. WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R/W NOTES: I. ANAL BACKLIT!. FOR ULLITY INSTALLATIONS WHERE Y' 15 5' W LESS SHALL BE B- BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS O ME INDOT AND SHALL BE COMPACTED IN 6' MAXIMUM UFTS TO NOT LESS THAN 95X STANDARD PROCTOR DENSITY FOR THE ENTRE DEPTH OF THE MATERIAL PLACED. ME BACKFILL FOR ME TOP 6' OF THE EXCAVATION BELOW ME LIMIT OF SUBGRADE SHALL BE 153 STONE MEETING THE MATERIAL REQUIREMENTS O ME INDOT AND SHALL BE COMPACTED TO NOT LESS MAN 95R STANDARD PROCTOR DENSITY FOR ME ENTIRE DEPTH OF THE MATERIAL PLACED. IF ME STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER ME INSTALLAION HAS A MORE STRINGENT FINAL BAa RLI REQUIREMENT, ME MORE STRINGENT REQUIREMENT WILL GOVERN. 2. THIS REQUIREMENT SHALL APPLY FOR ALL UDUW INSTAU EONS (INCLUDING BUT NOT UNITED TO WATER MAINS, WATER 4RMCE LATERALS, SANITARY MAINS. SANITARY SERVICE LATERALS. GAS PIPING, POWER, TELECOMM MD CAW CONDUITS OR AZT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W UNITS 1 FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURSDICION CC THE UTILITY, THE MINIMUM COVER FROM THE POP O THE INSTALLED PAVEMENT M THE TOP O ME INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS I' -0'. BUT UNDER NO CIRCUMSTANCES SHALL ME COVER ALONG ANY PMT O ME PIPE CONDUIT OR DUCT BANK FROM THE FINAL PAVEMENT ELEVAICN TO ME TOP O THE PIPE BE LESS MAN 2.5 FEEL IF ME STANDARD PRACTICE O ME UTILITY THAT HAS JURISDICTION OVER ME INSTALLATION HAS A MORESIRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4, IF EMSTNG SUBGRADE HAS BEEN LIME STABILIZED, BACKALL WITH B- BORROW TO BOTTOM OF EMSTING SUBGRADE AND FILL TO ME LIMIT O TREATED SUBGRADE YAM UME STABALIZED SOIL No sCAlE CITY OF CARMEL STANDARDS WATER & SEWER MAIN AND LATERAL TRENCH DETAIL FOR UTILITY INSTALLATIONS WITHIN CITY R/W STANDARD DRAWNG 10 -29 LEGEND • • a N PROPOSED HYDRANT W /6" VALVE VALVE BLOW OFF ASSEMBLY REDUCER EX. WATER METER EX. WATER VALVE EX. FIRE HYDRANT CONSTRUCTION LIMITS I Pp BURY LINE MIN. 4' SIDEWALK VA VE BOX INSTALLED IN ACCORDANCE WITH SPECIFICATIONS GATE VALVE 2' -0" DIA.X2' -0 "DEEP DRAINAGE PIT LINED AND COVERED WITH GEQTEXTILE FABRIC 1.25' r i BEND )1 � II I tII JI /' /II /'I fi it/ l I /11.25' �l 1 E _ CONTRAdTOR "0 TIEBEN7 L C WATER INTO EX WATER MAIN EX FIRE _ (WET TAP) 5"_O HYDRANT ANCHORING TEE COAkSE GNAVLL ST. TM CONCRETE / THRUST BLOCK CAST -IN -PLACE AGAINST UNDISTURBED GROUND \ FIELD LOCK GASKETS INTO BELL JOINTS BEFORE HYDRANT CONCRETE CONCRETE BEARING PAD THRUST BLOCK OR ANCHOR BLOCKING IF REQUIRED RH HYDRANT DHTA L (NO SCALE) NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF STORM, SANITARY, AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE SHEET No. C800 ON THE TRENCH DETAIL. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. E - E La L `Lf ' o ■ —v '07 ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 411 PVC PIPE WITH A PAINTED BLUE TOP. POST -CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. 50 ST. JULIA STREET 90 0 25 50 1 INCH = 50 FT. Know what's below. CaII before you dig. IUPPS Dig iSafely. Indiana Underground Plant Protection Service REVISED PER TAO COMMENTS LA CNC OD LU 19358 -0 STATE OF 0,CC CO Cr I- 0 D oc LA Z • LB 0 Z LA cc ▪ - > 0 2 co ca o immmm Lei 4s >2 z Ld HAMILTON COUNTY, INDIANA CLAY TOWNSHIP DRAWN BY KRG CHECKED BE BAH SHEE NO C700 Sz A JOB NO