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11_C820_WATER M I N XREFS: NONE PROJECT NUMBER: 04.9368 w D 0 0 U I WATER CONSTRUCTION NOTES: Li CAST IRON VALVE BOX COVER, 1. CONTRACTOR SHALL SAW CUT ALL PAVEMENT, ROADS AND DRIVEWAYS TO BE DISTURBED DURING CONSTRUCTION. ALL ROADS AND a 2 SQ EXTENSION STEM SKIRT DEPTH TO ACCOMMODATE DRIVEWAYS SHALL BE REPLACED IN KIND. R J I K- R E ;A�I I C �`.� -k�� SCS U S HE/-C C U S-R _B NUT EXTENSTON STEM ASSEMBLY , , , �� � � c� c.., � FOR Q EARINS R ECC K' E'RR 1 CCF'51 INTERNAL PR E'S iRE U_ 2. PIPE RESTRAINT NOTE: THE CONTRACTOR HAS THE OPTION TO RESTRAIN THE PIPE AND FITTINGS WITH CONCRETE THRUST BLOCKS, AS SHOWN POSITION INDICATOR CAST IRON VALVE BOX, PIPE SIZE 900 450 22 1/2 ° 11 1/4 ° NOM PIPE DEAD 900 450 22 1/20 11 1/40 6 ADAPTERzf:: 3 PIECE, ADJUSTABLE ON DRAWING SW2, OR WITH RESTRAINED JOINT PIPE AND RETAINER GLANDS, OR WITH FIELD LOK GASKETS AND RETAINER GLANDS (OR (INCHES) TEE BEND BEND BEND BEND DIA IN. END BEND BEND BEND BEND o FIN GRADE EQUAL). CERTAIN FITTINGS CALLED OUT ON THE PLANS MUST BE RESTRAINED BY CONCRETE THRUST BLOCKS AND WITH RESTRAINED JOINT PIPE. 4 2.0 2.8 1.5 0.8 0.4 4 1,810 2,559 1,385 706 355 ° 30 & 36 MECHANICAL JOINT U END BUTTERFLY VALVE, ALL 6 4.2 5.9 3.2 1.6 0.8 6 3,739 5,288 2,862 1,459 733 j w EXTERNAL FASTENERS TO BE 3. ALL PIPES AND FITTINGS ON THE NON CHLORINATED SIDE OF VALVES SHALL BE SWABBED WITH FULL STRENGTH SODIUM HYPOCHLORITE. OL" POSITION INDICATOR = 316 STAINLESS STEEL 8 7.2 10.1 5.5 2.8 1.4 8 6,433 9,097 4,923 2,510 1,261 z w EXTENSION STEM ASSEMBLY 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING AND CHLORINATION OF WATER MAINS AS REQUIRED BY THE SPECIFICATIONS AND AWWA BURIED SERVICE ACTUATOR 10 10.9 15.4 8.3 4.2 2.1 10 9,677 13,685 7,406 3,776 1,897 � STANDARDS. MAXIMUM LENGTH OF INSTALLED WATER MAIN PRESSURE TESTED SHALL NOT EXCEED SPACING BETWEEN PAIRS OF MAIN LINE 0 VALVE BOX BASE SET ON FOR BUTTERFLY VALVE VALVES OR AS APPROVED BY ENGINEER. 12 15.4 21.8 11.8 6.0 3.0 12 13,685 19,353 10,474 5,340 2,683 COMPACTED CRUSHED STONE � 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 z IN FLANGES DO NOT ENCASE 0 VALVE ACTUATOR) ' O g FLANGES IN CONCRETE 16 26.8 37.9 20.5 10.4 5.2 16 23,779 33,628 18,199 9,278 4,661 = a 6. WATER USED FOR DISINFECTING MAINS, IF DISCHARGED TO AREA STREAMS, MUST HAVE CHLORINE RESIDUAL NOT EXCEEDING 0.05 mg/I AT o w MJ R AINER GLAND POINT OF DISCHARGE. 18 33.6 47.5 25.7 13.1 6.6 18 29,865 42,235 22,858 11,653 5,855 � LU 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 I I I 1 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 II I I I I II I 1 36 129.6 183.3 99.1 50.5 25.4 36 115,209 162,931 88,177 44,952 22,585 9. AFTER TESTING ALL CORPORATIONS INSTALLED FOR TESTING AND CHLORINATION SHALL BE REMOVED AND REPLACED WITH BRASS PLUGS. WATERTIGHTNESS OF BRASS PLUGS SHALL BE OBSERVED VISUALLY UNDER PRESSURE. *FACTOR OF SAFETY=1.5 SOIL BEARING OF 3,000 PSF FILTER FABRIC I C 1 I 10. ALL UNDERGROUND UTILITIES ARE SHOWN IN THEIR RELATIVE POSITION AND ARE FOR INFORMATION ONLY. THEIR EXACT LOCATION SHALL BE 225 PSI DESIGN PRESSURE AMOCO 4551 VERIFIED AT THE SITE BEFORE CONSTRUCTION BEGINS. NOTES: >0 t), g0•� 08 11. CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS TO OBTAIN WATER FOR FLUSHING, CHLORINATION, AND TESTING. 1. VALUES FOR TEE APPLY TO TEES, END PLUGS, CAPS, AND TAPPING 12. SEWER MAINS IN RELATION TO WATER MAINS: WHERE POSSIBLE, WATER MAINS SHALL BE LAID AT LEAST 10(TEN) FEET HORIZONTALLY FROM SLEEVES. >o o ANY EXISTING OR PROPOSED SEWER MAIN. VERTICAL SEPARATION SHALL BE MAINTAINED TO PROVIDE 18(EIGHTEEN) INCHES BETWEEN TOP OF o o � o SEWER AND THE INVERT OF THE WATER MAIN AT UTILITY CROSSING. WHEN IMPOSSIBLE TO OBTAIN THE PROPER VERTICAL SEPARATION, 2. REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150PSI UNDISTURBED PRESSURE RATED PIPE SHALL BE USED 10(TEN) FEET ON EACH SIDE OF THE WATER MAIN BEING CROSSED. WORKING PRESSURE PLUS 50%(75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL INTERNAL PRESSURE. SOLID CONCRETE EARTH 13. THE CONTRACTOR SHALL VERIFY THE DEPTH OF EXISTING UTILITIES, CROSSING EITHER BELOW OR ABOVE THE NEW WATER MAIN. METHODS IN 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, ENGINEER. COVER WEDGES W/ CONCRETE VALVE LAYING LENGTH 14. PRIOR TO OPERATING EXISTING VALVES OR HYDRANTS, THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE MUNICIPAL OWNER OF THE BEARING STRENGTH MORTAR TO PROTECT AGAINST (LAID LEVEL AND WATER SYSTEM. CORROSION PLUMB) SOIL (LB/SQ FT) 15. THIS CONTRACT CALLS FOR THE INSTALLATION OF LARGE DIAMETER WATER MAIN FROM WHICH DIRT CAN NOT BE SUCCESSFULLY FLUSHED. MUCK 0 EVERY LENGTH OF PIPE TO BE INSTALLED SHALL BE CHECKED FOR DEBRIS AND CLEANED AS NECESSARY PRIOR TO INSTALLATION. SOFT CLAY 1,000 SILT 1,500 2411 MJ BUTTERFLY VALVE 16. NO WORK SHALL BE DONE DURING THE SUMMER DEMAN SEASON. SHUT DOWN SHALL START AFTER MID- SEPTEMBER. TRENCH SANDY SILT 3,000 BACKFILL SAND 4,000 1 INSTALLATION DETAIL Bd SCALE: NONE SANDY CLAY 6,000 HARD CLAY 9,000 = _j 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 / / / / v 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 6 z SET SCREW, 75 PRESSURERS SHALL BE DESIGNED PER O S8 BEARING PRESSURE FT-LBS TORQUE APPLICATION w RETAINER WASHER O m a d �b 8 O O I�j TIE RODS / a UNDISTURBED SOIL v Q ❑ 1 L) UNDISTURBEV, 0 1 I I :2:jfBOLTS U - - L '_ GIN < o0o cd�o ° og oo°.6�pb o = PIPE ZONE o. . s .. NUT EN MATERIAL o 00 0 0 ° 4 O PIPE O 1 - - - ONE FUk- 00 0° o Oo, Op o BEDDING D aaD .v. _ _ ❑ 1 1 I - - - -� - �It LJP - - - _ _ _ _O O Ed NOTE: OPTIONAL EXTRA BEDDING AOBE 6RETAINER GLAND 1. OVEREXCAVATE AT BELLS TO PROVIDE 4" BEDDING BELOW BELLS. RETAINER CLAMP PREFERRED RESTRAINT METHOD RETAINER CLAMPS C::: sgNlTgRy &I DIP BEDDING DETAIL PLAN NO. R OF QD OR STORM 'VER SCALE: NONE ER PIPE MIN SIZE NO. OF TIE BOLT FLAT WASHER INCHES 3/4 "RODS Zg I MIN T TO INV OP of W 6 2 _ _ _ _ _ _ _ _ _ _ ��n oRSTORM Ow'&NI gRMgIN SB � $ 2 II II II R •. a • a 10 4 TIE RODS 1 :_ .° o 12 6 1 1 . 4 a r - _ _ - - I I I M PIN- - - - - -1 \N P� ER R .a°�.•--r�5 a � a: a 16 8 W a= 0 20 12 WLR- o SECTION SB MI 24 16 AS MANUFACEURODS RED BY TAR „ MIN ���jqP E MPIN SgNITARYORR M SE STO NOTES: 1. BEARING SURFACE SHOULD, WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. �I SUPPLY CORP OR APP EQUAL, gO�OM WER 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 Co ROTO-RING GLAND 2. BLOCK HEIGHT(h) SHOULD BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO UI (HYD END) MJ DUCTILE IRON ANCHORING FIXED GLAND THE BOTTOM OF THE BLOCK, (H ), BYT NOT LESS THAN THE PIPE DIAMETER (D"). oPIPE CLOW F-1216 OR APP 3. BLOCK HEIGHT(h) SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH(b) EQUAL TYPICAL WATER/SEWER CROSSING VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. U o GLAND - 3 SCALE: NONE 6 BEARING BLOCKS RESTRAINT I I I SCALE: NONE ANCHORING PIPE o PREFERRED FOR HYD INSTALLATION 00 M EDWIN L. VOPELAK JR o �+ DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. UNAUTHORIZED ALTERATION OR THRUST REST RAIN OPT 1 O N S P.E. 59238 ADDITION TO THIS DOCUMENT IS A o VIOLATION OF THE NEW YORK STATE 2 0 EDUCATION LAW. WATER DETAILS N SCALE: NONE °JN © 2017 °� E�y� Q C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD VOpl 4 DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. Q DRAFTED : MAC TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK a w © CHECKED : EFG C.T. MALE ASSOCIATES LL p S PROJ. NO : 04.9368 FA C820 OS 3% Engineering,Surveying,Architecture & Landscape Architecture, D.P.C. -�- o A� F$SSIO�Py ® SCALE : AS SHOWN 50 CENTURY HILL DRIVE, LATHAM, NY 12110 n n SHEET 11 OF 11 in DATE : MAY 15 2017 518.786.7400 * FAX 518.786.7299 DWG. NO: 17- Q 0305