Loading...
24 inch Main Relocation_Page_11 M I N XREFS: NONE PROJECT NUMBER: 04.9368 w 0 I 00 U I WATER CONSTRUCTION NOTES: of 1. CONTRACTOR SHALL SAW CUT ALL PAVEMENT, ROADS AND DRIVEWAYS TO BE DISTURBED DURING CONSTRUCTION. ALL ROADS AND w 2" SQ EXTENSION STEM CAST IRON VALVE BOX COVER, DRIVEWAYS SHALL BE REPLACED IN KIND. z NUT SKIRT DEPTH TO ACCOMMODATE REQUIRED BEARING AREAS -b (SQET) THRUST REACTIONS-R(LB ) W EXTENSTON STEM ASSEMBLY2. PIPE RESTRAINT NOTE: THE CONTRACTOR HAS THE OPTION TO RESTRAIN THE PIPE AND FITTINGS WITH CONCRETE THRUST BLOCKS, AS SHOWN FOR BEARING BLOCKS* PER 1 00 P S I INTER NAL PRESSURE U_ POSITION INDICATOR CAST IRON VALVE BOX, ON DRAWING SW2, OR WITH RESTRAINED JOINT PIPE AND RETAINER GLANDS, OR WITH FIELD LOK GASKETS AND RETAINER GLANDS (OR PIPE SIZE 900 450 22 1/2 ° 111/40 NOM PIPE DEAD 900 450 22 1/20 11 1/40 ADAPTER FIN GRADE 3 PIECE, ADJUSTABLE EQUAL). CERTAIN FITTINGS CALLED OUT ON THE PLANS MUST BE RESTRAINED BY CONCRETE THRUST BLOCKS AND WITH RESTRAINED JOINT (INCHES) TEE BEND BEND BEND BEND DIA IN. END BEND BEND BEND BEND o 30" & 36" MECHANICAL JOINT U PIPE. 4 2.0 2.8 1.5 0.8 0.4 4 1,810 2,559 1,385 706 355 a ����/'�\\\���� � �/'�\\\���� w �cn END BUTTERFLY VALVE, ALL 3. ALL PIPES AND FITTINGS ON THE NON CHLORINATED SIDE OF VALVES SHALL BE SWABBED WITH FULL STRENGTH SODIUM HYPOCHLORITE. 6 4.2 5.9 3.2 1.6 0.8 6 3,739 5,288 2,862 1,459 733 > w EXTERNAL FASTENERS TO BE p = POSITION INDICATOR 316 STAINLESS STEEL 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND CHLORINATION OF WATER MAINS AS REQUIRED BY THE SPECIFICATIONS AND AWWA 8 7.2 10.1 5.5 2.8 1.4 8 6,433 9,097 4,923 2,510 1,261 Z J EXTENSION STEM ASSEMBLY BURIED SERVICE ACTUATOR STANDARDS. MAXIMUM LENGTH OF INSTALLED WATER MAIN PRESSURE TESTED SHALL NOT EXCEED SPACING BETWEEN PAIRS OF MAIN LINE 10 10.9 15.4 8.3 4.2 2.1 10 9,677 13,685 7,406 3,776 1,897 � FOR BUTTERFLY VALVE VALVES OR AS APPROVED BY ENGINEER. VALVE BOX BASE SET ON 12 15.4 21.8 11.8 6.0 3.0 12 13,685 19,353 10,474 5,340 2,683 C COMPACTED CRUSHED STONE En a (NOT TO BE IN CONTACT WITH USE COATED COR-TEN STEEL BOLTS 5. CONTRACTOR SHALL RESTRAIN ALL UTILITY POLES TO UTILITY OWNER'S REQUIREMENTS AS REQUIRED DURING CONSTRUCTION. 14 20.6 29.1 15.8 8.0 4.0 14 18,385 26,001 14,072 7,174 3,604 °C zVALVE ACTUATOR) IN FLANGES, DO NOT ENCASE 0 :5 FLANGES IN CONCRETE 6. WATER USED FOR DISINFECTING MAINS, IF DISCHARGED TO AREA STREAMS, MUST HAVE CHLORINE RESIDUAL NOT EXCEEDING 0.05 mg/I AT 16 26.8 37.9 20.5 10.4 5.2 16 23,779 33,628 18,199 9,278 4,661 a POINT OF DISCHARGE. w MJ R AINER GLAND 18 33.6 47.5 25.7 13.1 6.6 18 29,865 42,235 22,858 11,653 5,855 � � TYP 7. THE DUCTILE IRON MAIN SHALL BE POLYETHYLENE ENCASED FOR ENTIRE LENGTH OF PROJECT. 20 41.2 58.2 31.5 16.1 8.1 20 36,644 51,822 28,046 14,298 7,183 8. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, FURNISHING, INSTALLING AND REMOVING ALL NECESSARY MATERIALS (TAPS, 24 58.8 83.1 45.0 22.9 11.5 24 52,279 73,934 40,013 20,398 10,249 CORPORATIONS & SERVICE PIPE) REQUIRED FOR PROPER TESTING AND CHLORINATION OF THE WATER MAINS. 30 90.5 128.0 69.2 35.3 17.7 30 80,425 113,738 61,554 31,380 15,766 I IIIII IIIII I 9. AFTER TESTING ALL CORPORATIONS INSTALLED FOR TESTING AND CHLORINATION SHALL BE REMOVED AND REPLACED WITH BRASS PLUGS. 36 129.6 183.3 99.1 50.5 25.4 36 115,209 162,931 88,177 44,952 22,585 WATERTIGHTNESS OF BRASS PLUGS SHALL BE OBSERVED VISUALLY UNDER PRESSURE. 10 *FACTOR OF SAFETY=1.5 10. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATION ONLY. THEIR EXACT LOCATION SHALL BE SOIL BEARING OF 3,000 PSF FILTER FABRIC I I I VERIFIED AT THE SITE BEFORE CONSTRUCTION BEGINS. 225 PSI DESIGN PRESSURE AMOCO 4551 11. CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS TO OBTAIN WATER FOR FLUSHING, CHLORINATION, AND TESTING. NOTES: 00 00 o° o° o 12. SEWER MAINS IN RELATION TO WATER MAINS: WHERE POSSIBLE, WATER MAINS SHALL BE LAID AT LEAST 10(TEN) FEET HORIZONTALLY FROM 1. VALUES FOR TEE APPLY TO TEES, END PLUGS, CAPS, AND TAPPING o ANY EXISTING OR PROPOSED SEWER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO PROVIDE 18(EIGHTEEN) INCHES BETWEEN TOP OF SLEEVES. `r' °O SEWER AND THE INVERT OF THE WATER MAIN AT UTILITY CROSSING. WHEN IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, o 0 0 ° PRESSURE RATED PIPE SHALL BE USED 10(TEN) FEET ON EACH SIDE OF THE WATER MAIN BEING CROSSED. 2. REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150PSI %(75 UNDISTURBED WORKING PRESSURE PLUS 50 PSI) SURGE ALLOWANCE RESULTING IN 13. THE CONTRACTOR SHALL VERIFY THE DEPTH OF EXISTING UTILITIES, CROSSING EITHER BELOW OR ABOVE THE NEW WATER MAIN. METHODS IN 225 PSI TOTAL INTERNAL PRESSURE. SOLID CONCRETE EARTH BLOCK SUPPORT 3'-0" MIN 3'-0" MIN DETERMINING DEPTHS TO UTILITIES WILL BE BY TEST PITS OR BY VACUUM EXCAVATION, WHICHEVER IS DEEMED ACCEPTABLE AT THE SPECIFIC 3. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING TYP (LAID LEVEL) (LAID LEVEL) LOCATION. THE CONTRACTOR SHALL FOLLOW THE MOST RECENT CODE RULE AS FOUND IN 16NYCRR PART 753, AS IT PERTAINS TO THE CAPACITY OF 3,000 POUNDS PER SQUARE FOOT. DUE TO OTHER SOIL STEEL WEDGES BETWEEN PROTECTION OF UNDERGROUND UTILITIES. CONDITIONS ENCOUNTERED, BEARING AREAS MAY BE MODIFIED BY THE BLOCKS AND VALVE FLANGES, 14. PRIOR TO OPERATING EXISTING VALVES OR HYDRANTS, THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE MUNICIPAL OWNER OF THE ENGINEER. COVER WEDGES W/ CONCRETE VALVE LAYING LENGTH MORTAR TO PROTECT AGAINST (LAID LEVEL AND WATER SYSTEM. BEARING STRENGTH (LB/SQ FT) CORROSION PLUMB) SOIL � 15. THIS CONTRACT CALLS FOR THE INSTALLATION OF LARGE DIAMETER WATER MAIN FROM WHICH DIRT CAN NOT BE SUCCESSFULLY FLUSHED. EVERY LENGTH OF PIPE TO BE INSTALLED SHALL BE CHECKED FOR DEBRIS AND CLEANED AS NECESSARY PRIOR TO INSTALLATION. MUCK 0 SOFT CLAY 1,000 16. NO WORK SHALL BE DONE DURING THE SUMMER DEMAN SEASON. SHUT DOWN SHALL START AFTER MID- SEPTEMBER. SILT 1,500 24" MJ BUTTERFLY VALVE TRENCH SANDY SILT 3,000 SAND 4,000 1 INSTALLATION DETAIL Bd BACKFILL No A SANDY CLAY 6,000 SCALE: NONE HARD CLAY 9,000 4. IN MUCK, PEAT, OR RECENTLY PLACED FILL ALL THRUSTS SHALL BE RESISTED BY PILES OR TIE RODS TO SOLID FOUNDATIONS, OR BY REMOVAL OF SUCH MJ DUCTILE IRON RETAINER GLAND, CLOW MANUALLY COMPACTED / / / / U UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY F-1058, OR APPROVED EQUAL BACKFILL TO 95% STANDARD /// // m TO RESIST THE THRUSTS, ALL AS REQUIRED BY THE ENGINEER. 4"-6" 350 PSI, 8"-16" 250 PSI PRESSURE PROCTOR DENSITY / w RATING. GLANDS OVER 16" OR FOR HIGHER z SET SCREW, 75 PRESSURERS SHALL BE DESIGNED PER c O Se BEARING PRESSURE FT-LBS TORQUE APPLICATION °�° w TIE - - ❑ �" �I I RODS RETAINER WASHER 0 0 Oo m a " UNDISTURBED SOIL UNDISTURBE o °° oT °O MATERIAL 0 O 0 PIPE ZONE �.pv'•.Db.'Q�04� 0 PIPE o oBEDDING DNUTv `LENGp° °° o ° b.�a � 8 - - ❑ I I I h I BOLTS /- - - -\ - � v:. 0 0 1L - - - - - - - - - J 112E o OPTIONAL EXTRA BEDDING AOBE 6 NOTE: RETAINER GLAND 1. OVEREXCAVATE AT BELLS TO PROVIDE 4" BEDDING BELOW BELLS. RETAINER CLAMPS PREFERRED RESTRAINT METHOD DIP BEDDING DETAIL RETAINER CLAMPS SANIrgRy 4 iL NO. OF TIE ORS SCALE: NONE PLAN RODS REQD TC::: URN SE CAST IRON VALVE BOX SER FIN GRADE COVER, "WATER" (TYP.) PIPE MIN SIZE NO. OF TIE BOLT FLAT WASHE INCHES 3/4 "RODS T,MIN. rop O INVE OF 6 2 OR SroRM SOF SgNrER MAIN W CAST IRON VALVE BOX, SB 8 2 - - - - - - - - - - EWER ARy w w 3 PIECE, ADJUSTABLE (TYP.) a (,-"�Eq II II II � LUw I a 10 4 L TIE RODS I J y U) a 12 6 I I - - - - - - - - - - I I I M PIN p W R ea . . ��0 p,-C E R o p o MJ RESILIENT WEDGE VALVE d: 16 8 W Ln U a (OUTSIDE PACKED TYPE BEVEL GEAR 20 12 10 CASE, NRS, AND BY-PASS) SECTION SB 24 16 TIE RODS P pF SE�MA N SANIrgR NOTES: MI AS MANUFACTURED BY STAR ig" M1 M pF WADER yOR SrpRM _ 1. BEARING SURFACE SHOULD, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. �I SUPPLY CORP OR APP EQUAL, g0�0 SEER WHERE IT IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND o HIGH-STRENGTH CORTEN UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 0 I ROTO-RING GLAND q 2. BLOCK HEIGHT(h) SHOULD BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO UI (HYD END) FIXED GLAND - - THE BOTTOM OF THE BLOCK, (H ), BYT NOT LESS THAN THE PIPE DIAMETER (D"). PI DUCTILE IRON ANCHORING FILTER FABRIC 3. BLOCK HEIGHT(h) SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH(b) of I = PIPE CLOW F-1216 OR APP �+ AMOCO 4551 a EQUAL TYPICAL WATER/SEWER CROSSING UNDISTURBED VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. U I I I I 3 EARTH o GLAND - I I SCALE: NONE U RESTRAINT WEDGE VALVE BEARING BLOCKS � 5 SCALE: NONE SCALE: NONE p1 I = a ANCHORING PIPE PREFERRED FOR HYD INSTALLATION o M EDWIN L. VOPELAK JR UNAUTHORIZED ALTERATION OR 0 DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. THRUSTREST RAIN OPT 1 O N S P.E. 59238 ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE WATER DETAILS � 2 6/16/17 Q ADDED DETAIL 5 MAC ELV ELV EDUCATION LAW. SCALE: NONE In 9/27/17 Q PER TOWN COMMENTS DATED 7/13/17 MAC TJH ELV 2017 °F N� Q C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD �+ V 4P O Y �� � N'. �� ® DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. a w 0 DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK w © CHECKED : EFG �, C.T. MALE ASSOCIATES A OS923Q, Q PROD. NO : 04.9368 Engineering,Surveying,Architecture $ Landscape Architecture, D.P.C. La 820 S�14 �y ® 50 CENTURY HILL DRIVE, LATHAM, NY 12110 SCALE : AS SHOWN SHEET 11 OF 11 90 DATE : MAY 15, 2017 518.786.7400 * FAx 518.786.7299 d. DWG. NO: 17-0305