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HomeMy WebLinkAboutC700 Water Plan-C700�1 CU C_ � � 2 L } C � � m 0 75 U Il (D N rn 04 , CD - _rn N O Q �j N C D L C co CD U U 2a 6 m E -o m a) -a Z '- _� _O O _O LL 2 EL 10' B.L. 10' B.L. 'Te ,9 £ o I 'TH19 d t� 'TH 19 I� £ I� E. VAR. SE B� � I COPPER � SEgVICEF [NE 23 36 L. EX. TEMP HYDRANT 44 SERV CE LIME 1 1RV� E LntE 24 qL.F• SE 35JY 1 1„ 25 COPPENE SER 000 10' B.L. VAR. R.D.E.&U.E.&P.A.E. &S.S.E.&L.M.A.E.&B.MP.E. EXISTING kMLET BMP DRY DETENTION BASIN 2 YEAR=852.14 10 YEAR=853.10 100 YEAR=854.63 TOP OF BANK=854.8 1 VAR. HYDRANT W/VALVE &L.M.A.E. R.D.E.& 1 tL.M.A.E. 1 LP O 1 r�i o O 40 „COPPER Y 29 31 m 1 1 E LIME T ►� 30 VIC o- 5ER 4 L F �" 2� w Z W o d tri W aWw pUa c4 WW P. r� wZ a°"a 1 3Q„CO-P PER oW°" UU� '" ��>r OUa U OUP- r L 1 1, SERVICE LIN E _ u 04 -" " r w 1 z^ c , R 4L•F oCO o Con W Cn Cn xYW/'L 1 1 CE SE 11.25° 1 I SERV 81Ix8" BEND 41 F D _I 1 RAY VTEE DRI38 LOC8VALV B P VATE) 8V LVE _ 0 0 0 1 \ 15.0, 0 1 W 1 1 0 1 11 17' D.U.&S.. C_ 5O, 37 ° COPPER 1 4 1„ E RVICE L FLU 1 Wz a 04 4 4 1 OU>M OU>m V,R. 1 Q a 1 1 Ov U> M O>M R.D.E�U O 1 36 OPPER 6LINE - ~ 34 `n 33 " "' 32 S.y�y�.E. 1 1 SER 4 so.��'s.v. Con35 &L.1�I.A. 1 HYDRANT SETBACK I 1 W/VALVE VAR. R.D.E.&U.E. t 1 & S.S.E. &L.M.A.E. 0 5 o h hN ��a� 0 HAMLET DRIVE 'fJ P.W.P. P.W.P.E E E E E —4 E E E WOODED AREA WOOD F �T SHED U E 3 FOUND REBAR W/ CAP STAMPED VEIHE" 0.3' N. & 24.8' W. OF COR. 3w O w 3 T.P. ti x � w m 3 y W m 3 w ` l 3 w U_ a O � P.W.P. 3 w 3 21. � w z F a ww ER � Lc7 O24 v DO t` M cv Ld Ll 3 0 WIDTH C 4p,�,I1`Z oR pp3 92 w IE 12" CMP=855.94' w CONCRETE THRUST BLOCKING J CONCRETE TO BE POURED BETWEEN PIPE & FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYP CAL THRUST BLOCK NIS (NO SCALE) NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" 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 WATERMATNS 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 WATERMATNS LAID, ALL WATERMATNS 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. 10 © O LEGEND RPM TYPE 2 (BLUE) PER INDOT STANDARD DWG E 808-MKRM-11 FIRE HYDRANT NOTES: FOR PAVED UNDIVIDED ROAD SURFACES PLACEMENT SHALL BE IN THE CENTER OF THE STREET. Qe FOR DIVIDED MULTI -LANE ROAD SURFACES PLACEMENT SHALL BE IN CENTER DIVIDER LANE CLOSEST TO HYDRANT LOCATION. © FOR CUL-DE-SAC APPLICATIONS PLACEMENT SHALL BE AT THE BEGINNING OF THE CUL-DE-SAC CIRCLE IN THE CENTER OF THE STREET. FOR INTERSECTION APPLICATIONS PLACEMENT SHALL BE CENTER SURFACE DIVIDER CLOSEST TO HYDRANT LOCATION IN EITHER TRAVEL DIRECTION. CITY OF CARMEL STANDARDS STANDARD DRAWING FIRE HYDRANT MARKER PLACEMENT 10-41 PRESSURE PIPE JOINT RESTRAINT TABLE LENGTH OF PIPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF BEND 611 811 1011 1211 1411 1611 1811 2011 2411 3011 90', TEES & PLUGS 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 450 7' 9' ill 13' 15' 17' 19' 2 F 24' 29' 22-1/20 3' 4' 5' 6' T 8' 9' 10' 12' 14' 11-1/40 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DE CRAPHTC SCALF 50' 0 25' 50 ( IN FEET ) LEGEND 1" = 50 FT PROPOSED HYDRANT z W/6" VALVE z o • VALVE W cn U ■ BLOW OFF ASSEMBLY H aREDUCER a OM EX. WATER METER14 q > x EX. WATER VALVE EX. FIRE HYDRANT CONSTRUCTION LIMITS LIMIT OF SUBGRADE FINAL BACKFILL — SHALL BE PER NOTE 1. BEDDING, HAUNCHING, TRENCH WIDTH, INITIAL HAVING JURISDICTION OVER BACKFILL MATERIALS, INSTALLATION. PLACEMENT, AND COMPACTION PER STANDARD PRACTICE OF UTILITY HAVING JURISDICITON OVER Bc INSTALLATIOIN. \/\/\/\/ WATER do SEWER MAIN AND LA TERAL TRENCH DETAIL FOR UTILI TY INS TALLA TIONS WI THIN Cl TY R/W NOTES: NO SCALE 1. FINAL BACKFILL FOR UTILITY INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE /53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT FINAL BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT WALL GOVERN. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 2. THIS REQUIREMENT SHALL APPLY FOR ALL UTILITY INSTALLATIONS (INCLUDING BUT NOT LIMITED TO WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS, SANITARY SERVICE LATERALS, GAS PIPING, POWER, IELECOMM AND CATV CONDUITS OR DUCT BANK) WITHIN EXISTING AND PROPOSED CITY OF CARMEL R/W LIMITS 3. FOR UTILITY INSTALLATIONS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTIUTY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE CONDUIT OR DUCT BANK SHALL BE NO LESS THAN 2.5 FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL PATH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF TREATED SUBGRADE WITH COMPACTED AGGREGATE, NO 53. CITY OF CARMEL STANDARDS STANDARD WATER & SEWER MAIN AND LATERAL TRENCH DETAIL DRAWING FOR UTILITY INSTALLATIONS WITHIN CITY R W 10-32 O Q `\\\\IIII11111/1/�I ST0EPpF�'�•,. No. - 19358 ate'. STATE OF •.LNDIANP.. '��v��•�• W Q GZ Q H z0>0 z o 4-iQ�� � Q 3 4 C) Q � QWPo P4 E� �4 0 Cn U O= Mr��I z W O CLn = o N CV U 11 01 co 'rT C)J- OR Z 6TO J z N M s 0 L.I.J z "m a 1 � d u? CR z a s^ O.D. + 1 , 5'-0" I--� o M A W L Ln a ANGLE VALVE — — PROTECTED � O WITH PLASTIC z WRAP J o A 1 " CORP. COCK 0 O 1 " COPPER SERVICE Q z PIPE TO BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOINT WATER SERVICE N S TA L EAT O N S . iCenturion 3 painted S Safety ellow 5, 0„ "Val ve R-.r, C � o 6" Gote o/✓a /G a \ QG /' C» kh9 7. (° 4 I�later tilair. °� G --- Bedding IVGterial Conforming To Q -J d Q 4 El 4 INDOT 903.02 Size No. 8 j\ \�� �\ 4 One 8';>8,, 16" Solid H,ydran t zssembl�� ' \� ' \!\� Conc. Block Or 6,Vin, "B" Tee — Al. J. Class Concree Res train ed Base On Undisturbed Length And ritt,ngs As Required graund Notes ?. At High Points Along 11lain Water Lire Where 5. Hydrant Valves must ,:e restrained to the tee lndfcatcd On Drawings, Anchoring Tec Shall with either all thread, or an anchorirg tee. Be Set At 45' Angle Upwards And Connected 5. All Hydrant Stubs must have tracer wire To 6" 45^ Herd. Mahn Wcter Line Shall Be Lowered To Provide Sufficient Cover As Specified: 2 All Joints Shall Bc Hcstraincd Lxccpt In Hun Of Tee. J. H vdran is Sh al,1 Be Set At 500 ' Max. Horizon tal CITY OF TITLE: C A R M E_ FIRE H Y D P A N T Distance Or Less As Sbecifi'ed By i ire Deportment STANDARD DETAILS ASSEM3L1 4. All valves must include Pos'—Cap or equivalent Date: ,March 01 Drawl By: Scale: Not Io Scale Jores & Henry Drawing Name: CWS En incors, Inc. (NO SCALE) Know what's below. Call before you dig. I"UPP Digs afeiy. Indiana Underground Plant Protection Service O z z� o ~ O x � N O ct V 1 W W U DRAWN BY: ADG CHECKED BY: BAH C700 SHEET NO. S & A JOB NO. 60160HAM-S2