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24 inch Main Relocation_Page_05
-v co XREFS: NONE PROJECT NUMBER: 04.9368 0 I a a I N UI Ln o Li z LU J LL � � \ .y WV O I I I I I EXISTING SMH / \MILE / •S, / I I I I 1 1 _ MATCH INV / MAR 25K IN=438.4 1003 CONTRACTOR TO \ 'gTj�N ��� I I I I I CONSTRUCTION SEQUENCE: FIELD VERIFY W\ o F , CBS 1. REMOVE EXISTING 24" WATERMAIN I / O,4_ \V RIM=448.4' /T I I I I I I I I I I INV OUT=443.6' \ \ \ AAa \/ �\ _ 1 I I I 1 2. INSTALL WEDGE VALVE WITH BEVEL GEAR CONNECTIONS ON BOTH ENDS \ Rep ,� \ _ 460 -------------T------ ----,---------------,---------------,--------------T------------- 460 „ sr � %vCBS \ I 1 I 1 I 3. INSTALL NEW 24 DIP WATERMAIN AS SHOWN w \ 12 / / 1 1 1 1 1 CBS � -,RIM=444.9' \ I I I I I --RIM=444.4' LP I / A IqV I 1 1 1 1 4. CHLORINATE AND TEST NEW WATERLINE AT NEW VALVES INV OUTS 441.6' / V I )=440.9' \ \ \ / INV OUT )=\.0' INSTALL BELL CLAMPS ON 3 I I I l 444 — \ PIPE JOINTS OF THE EXISTING 1 1 1 1 1 1 24" WATERLINE TO RESTRAIN I 1 I CONSTRUCTION NOTES: QOG 2 IRF \ \ I I I 1 I Q cFR s 1. PIPE RESTRAINT NOTE: THE CONTRACTOR HAS THE OPTION TO RESTRAIN / •� Ss �\ 1 1 1 1 THE PIPE AND FITTINGS WITH CONCRETE THRUST BLOCKS, OR WITH LAKE GEORG6 _ _ _ / I s- \ ----------- 1---------------1-----• -----1--------------T---------- RESTRAINED JOINT PIPE AND RETAINER GLANDS, OR WITH FIELD LOK �_ I I I A� !y 442 \ \ BAKING COMPANY sr EXISTING I I� �� LP I OPOSED 1 I 1 I GASKETS AND RETAINER GLANDS (OR EQUAL). CERTAIN FITTINGS CALLED PR1 I 1 I �— ♦ I GRADE 1 1 OUT ON THE PLANS MUST BE RESTRAINED BY CONCRETE THRUST BLOCKS UNDERGROUND I I OR WITH RESTRAINED JOINT PIPE. IF RETAINER GLANDS ARE USED AT � + kvA 1 — _ _ _ 1 I TELEPHONE TO 1 I I TPED s R ST 40 I — �1 1 1 THE FITTINGS, THE FOLLOWING MINIMUM RESTRAINED PIPE LENGTHS /I I / WATER POST sc� 4 1 1 1 BE RELOCATED 1 1 WILL BE REQUIRED EACH SIDE OF THE FITTINGS: � EXISTING 24 � I � � i i WATERLINE TO BE I 00, I 1 — I 1 \ /II I 1� \BFv 1 1 1 EXISTING GRADE REMOVED WI4T11 1/4° BENDS - 1 PIPE JOINT AULTER s \ EIT NS�{ y 22 1/20 BENDS - 1 PIPE JOINTS \ — — ATER osT � + 1 1 � � 1 1 450 BENDS - 2 PIPE JOINTS ` U 0 � � 438 a ' TEE - 3 PIPE JOINTS ♦ - --- ------ - --- ------------------ ------ ------------ zo s> 450 1 I 450 MJ DG VALVE ITH G � I I � I EVELED GEAR OPERATOR, \ 1 NDFR RO 2. ALL PIPES AND FITTINGS ON THE NON CHLORINATED SIDE OF VALVES 'REFER T SHEET C121 O 1 SND rF 1 — — _ SHALL BE SWABBED WITH FULL STRENGTH SODIUM HYPOCHLORITE. SMH I I �FPy0NF RIM:445.20 , ) I ND F PROPO ED rs6 — — 1 I CIy��DFPTy I i 3. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND CHLORINATION INV IN=439.34, / / / 6 1 I Ass(/IyED 1 _ I 24 WATERLINE / ` 1 1 1 OF WATER MAINS AS REQUIRED BY AWWA STANDARDS. INV OUT-43 .24( ELOCA s - 1 Exls 1 1 455 1 TING 24'DIP WATERLI / � MJ WEDGE ` NE 1 I 1 4. WATER USED FOR DISINFECTING MAINS, IF DISCHARGED TO STORM DEXISTING MH TO BE I \ VALVE WITH 1 1 1 SEWERS, MUST HAVE CHLORINE RESIDUAL NOT EXCEEDING 0.05 mg/I AT g REMOVED ALL REMAINING I� 1 1 1 1 "� POINT OF DISCHARGE. 450IPES SHALL BE REMOVED +— �' BEVEL GEAR ` ----- I-- __ / I OR PLUGGEDI / i TPEo 45° BEND i i� i - i 5. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, FURNISHING, C 1 gyp, / 1 1 /r' INSTALLING AND REMOVING ALL NECESSARY MATERIALS (TAPS, + ROTATED i / i CORPORATIONS & SERVICE PIPE) REQUIRED FOR PROPER TESTING AND 1 CORP. &- W P I I I O CHLORINATION OF THE WATER MAINS. / PRO OS D 24" WATERLINE O B /ti / 3„ ` STONE ti \ NSTALLED WITHIN THE SAME / / / + `Ps FOR CHLORINATIO SWALE I 1 / I C \o I /tko / / ` I PROPOSED �h of TRENCH LOCATION AT DEPTH p, / &TESTIN ` 1 1 0 1 6. AFTER TESTING ALL CORPORATIONS INSTALLED FOR TESTING AND HOWN ON SHEET PP1 / / / I ROAD I I / I CHLORINATION SHALL BE REMOVED AND REPLACED WITH BRASS PLUGS. /S H x / �" 1 1 � I 1 49 �` / 3� / ,o ` 1 GRASS SWALE I/ 1 WATERTIGHTNESS OF BRASS PLUGS SHALL BE OBSERVED VISUALLY 48 A� / I I + �� 32-24 DUCTILE 1 T / 1 UNDER PRESSURE. IRON PIPE @ 35% I 1 I 47 64 / MoI / 1 1---- ---440 -------------- ---- - --- - /----- 440 1 1 7. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION I � — U I / / / / ++\ 2 \ 1 � 1 / MJ WEDGE ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION 7z� �WI / ` / 4/ o ° WA CP z / / / 0 TFR�I �A$S I I VALVE WITH AND ARE FOR INFORMATION ONLY. THEIR EXACT LOCATION SHALL BE AND 50 2 i�ll / / s NE(NO 52 1 / 1 I BEVEL GEAR ARE FOR INFORMATION ONLY. THEIR EXACT LOCATION SHALL BE VERIFIED ' I / / WRAP 450 BEND 1 i i 1" CORP. & 2" WIP i � (SOLID SLEEVE AT THE SITE BEFORE CONSTRUCTION BEGINS. 1 1 1 1 AS REQUIRED) MH 41 J / / ROTATED FOR CHLORINATION Q ) A / / / / I � i &TESTING i 8. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE MUNICIPALITY TO OBTAIN WATER FOR FLUSHING, CHLORINATION, AND TESTING. 55 o sz P 60 40 / / P NG 2 1/ ,'x0 S / / / \ I 1 I 1 9. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE MUNICIPAL / - (3 / ° _ -__--_I___-- __--_I___-. __I_-- ---_�_-_ _ _ _ - OWNER OF THE WATER SYSTEM FOR THE OPERATION OF VALVES AND / �oo \ 3g / / / / �N LP HYDRANTS. / E IN F / �j / / / / /✓ Q� \ 55 / _ 448 J Q� I I RESTRAINED PIPE - FIELD LOK GASKETS I I 10. THIS CONTRACT CALLS FOR THE INSTALLATION OF LARGE DIAMETER `WATERLINE D 24 — \ / ✓ �� I I 1 FITTINGS MJ W/RETAINER GLANDS 1 I WATERLINE � � / / WATER MAIN FROM WHICH DIRT CAN NOT BE SUCCESSFULLY FLUSHED. OR FOSTER ADAPTOR AT VALVES ELO AT ON � 44� � � / / / / P�� + AND/OR EVERY LENGTH OF PIPE TO BE INSTALLED SHALL BE CHECKED FOR DEBRIS RESTRAIN ALL PIPE i i AND CLEANED AS NECESSARY PRIOR TO INSTALLATION. MJ WEDGE VALVE WITH B4— cs / /� 1 1 1 1 1 P EVELED GEAR OPERATOR, EF R TO S H E ES 1I � " U =�.," 00, / 44— ol PINSTALL B LL C LAFRA P % /// �� Ds2— �/ /// 430 1 1 1 1 430 j3 PIPE JOINTS OF TH /,W + + + + EXISTING 24" WATERLIN / w / 0 00 1 00 2 00 2 50 1 SITE PLAN STATION SCALE. 1"=30' CAST IRON VALVE BOX NEW z4° FIN GRADE COVER' "WATER" (TYP.) 3 7p RW VALVE LISTING 12" Cel - "� GAGE VALVE \ PROFILE W ,. RELOCATED 2400 WATERLINE a1 I W EXI TING 16" CAST IRON VALVE BOX 2 N BUTTERFLY m: U_ ' SCALE: H-1"=30', V-1"=3' UI N VALVE o a 3 PIECE, ADJUSTABLE (TYP.) Ln ` w U') c O W C > O _ Lr' Ov MJ RESILIENT WEDGE VALVE (OUTSIDE PACKED TYPE BEVEL GEAR O EXISTING 8"RW R ' CASE ) � VALVE FOR �I ° , NRS, AND BY-PASS c MALL SERVICEfie C Ilf J OfHffflJ';, — 00ko I�Iff{If}2 fn .a. EDWIN L. VOPELAK JR UNAUTHORIZED ALTERATION OR It ' DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. i P.E. 59238 ADDITION TO THIS DOCUMENT IS A 0 ALL VALVES SHOWN MUST BE ° ° ° VIOLATION OF THE NEW YORK STATE WAT E RL 1 N E PROFILE O SHUT DOWN FOR a 6/16/17 Q REVISED WATER MAIN CONNECTION &NOTES MAC ELV ELV EDUCATION LAW. , ABANDONMENT OF EXISTING FILTER FABRICAMOCO 4551 U WATERMAIN TO BE REPLACED. 6/30/17 Q NOTES ADDED PER TOWN COMMENTS MAC ELV ELV •o WATERMAIN TO BE REMOVED UNDISTURBED of N$ Q 2017 a` AFTER NEW MAIN IS IN SERVICE. EARTH *S�' yo 9/27/17 Q PER TOWN COMMENTS DATED 7/13/17 MAC TJH ELV C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD BUTTERFLY VALVE WEDGE VALVE WITH �� �EXISTING 24" VOPF�Y9 1/22/18 4Q REVISED WATER MAIN &SANITARY SEWER LOCATION MAC ELV ELV DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. BYPASS DETAIL g 4 .T. W % 1/24/18 Q PER TOWN COMMENTS, RESTRAIN NOTE REVISED MAC ELV ELV DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK SCALE: NS z VALVE SHUT DOWN BAR SCALE © CHECKED : EFG W FOR WATER ABANDONMENT 30 0 15 30 60 c, C.T. MALE ASSOCIATES 3 1 1 OS9231, y e PRO]. NO : 04.9368 Engineering,Surveying,Architecture&Landscape Architecture, D.P.C. 121 SCALE: 1"=500' A� p 1 inch = 30 ft. E$$j4 ® SCALE 1"=30' 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SHEET 5 OF 11 p 518.786.7400 * FAX 518.786.7299 14 gQ DATE : MAY 15, 2017 DWG. NO: 17-0305