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HF and QBY Consolidation (River Street)_Page_5- PIPE SIZE Dior c,�r PIPE 2 POLYETHYLENE OR BUILDING \, PAPER TO PREVENT CONCRETE FROM BONDING TO PLUG AND HARDWARE, THUS FACILITATING FUTURE REMOVAL y� THIS BEARING AREA, a b, AND R DETERMINED \, BY SIZE OF PIPE 1 PIPE 1 R o " CONCRETE �� THRUST \L THRUST CONCRETE BEND 1. CONCRETE NOT TO OVERLAP ANY JOINT. SO AS NOT TO INTERFERE WITH REMOVING HE JOINTING HARDWARE, HANICAL JOINT FITTINGS WITH RETAINER FOR DIMENSIONS AND THRUST REACTIONS SEE TABLE THIS SHEET 3000PSI THRUST BLOCK TEE �urrti2 2. CONCRETE TO BE PLACED OR INSTALLING ANY OF T 3. FOR REDUCERS USE MEC GLANDS. - CONCRETE THRUST BLOCK b THRUST BLOCK THIS BEARING AREA, b, AND R DETERMINED BY SIZE OF PIPE 2 TEE WITH PLUG TYPICAL CONIC THRUST BLOCK DETAILS bUALt: NONL CROSS REFERENCE: NONE UNDISTURBED SOIL PLAN SECTION NOTES: BEARING PRESSURE REQUIRED BEARING AREAS -b (SOFT) FOR BEARING BLOCKS; PIPE SIZE (INCHES) TEE 90' 45' 22 1 11 1 4 BEND BEND BEND BEND 4 2.0 2.8 1.5 0.8 0.4 6 4.2 5.9 3.2 1.6 0.8 8 7.2 10.1 5.5 2.8 1.4 10 10.9 15.4 8.3 4.2 2.1 12 15.4 21.8 11.8 6.0 3.0 14 20.6 29.1 15.8 8.0 4.0 16 26.8 37.9 20.5 10.4 5.2 18 33.6 47.5 25.7 13.1 6.6 20 41.2 58.2 31.5 16.1 8.1 24 58.8 83.1 45.0 22.9 11.5 30 90.5 128.0 69.2 35.3 17.7 36 129.6 183.3 99.1 50.5 25.4 *FACTOR OF SAFETY=1.5 SOIL BEARING OF 3,000 PSF 225 PSI DESIGN PRESSURE NOTES: THRUST REACTIONS-R(LB) PER 10OPSIINTERNAL PRESSURE NOM PIPE DEAD 90, 45' 2 1 2 i t t 4' pIA IN. END BEND BEND BEND BEND 4 1,810 2,559 1.385 706 355 6 3,739 5,288 2,862 1,459 733 8 6,433 9,097 4,923 2,510 1,261 10 9,677 13.685 7,406 3,776 1,897 12 13,685 19,353 10.474 5,340 2,683 14 18.385 26,001 14,072 7,174 3,604 16 23,779 33,628 18.199 9,278 4,661 18 29,865 42,235 22,858 11,653 5.855 20 36,644 51,822 28,046 14,298 7,183 24 52,279 73,934 40,013 20,398 10,249 30 80,425 113,738 61,554 31,380 15,766 36 115.209 162,931 88,177 44,952 22,585 1. VALUES FOR TEE APPLY TO TEES, END PLUGS, CAPS, AND TAPPING SLEEVES. 2. REQUIRED BEARING AREAS ARE DUE TO THRUSTS CAUSED BY 150PSI WORKING PRESSURE PLUS 50%(75 PSI) SURGE ALLOWANCE RESULTING IN 225 PSI TOTAL INTERNAL PRESSURE. 3. REQUIRED BEARING AREAS ARE BASED ON ALLOWABLE SOIL BEARING CAPACITY OF 3,000 POUNDS PER SQUARE FOOT. DUE TO OTHER SOIL CONDITIONS ENCOUNTERED, BEARING AREAS MAY BE MODIFIED BY THE ENGINEER. BEARING STRENGTH SOIL SB (LB/SO FT) MUCK 0 SOFT CLAY 1,000 SILT 1.500 SANDY SILT 3,000 SAND 4,000 SANDY CLAY 6,000 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 UNSTABLE MATERIAL AND REPLACEMENT WITH BALLAST OF SUFFICIENT STABILITY TO RESIST THE THRUSTS, ALL AS REQUIRED BY THE ENGINEER. TYPE A BLOCKING FOR 11 1/4 - 22 1/2 VERT BEND VB S d L O 0 Z O0 Z w m w J In 0 Z w W 2 m w U 00 C F U• Q.-.U7 Mi w O cxU F- NZ Li w oo Um w wW Ov you VIZ CUUW w ao �0 oZ w0 o0v ,- a �' o o - w _ zo 0 0 4" 11 1/4 8 2.0 3/4 " 1.6 22 1/2 16 2.5 6^ 11 1/4 16 2.5 3/4 1.6 22 1/2 32 3.2 8" 11 1/4 2813.0 3/4 " 1.6 _ 22 1/2 55 3.8 10 11 1/4 42 3.5 3/4 " 1.6 22 1/2 83 4,4 12" 1 1 1 /4 60 3.9 3/4 11.6 22 1 /2 t 1 B 4.9 7/8 2.2 14 11 1/4 81 4.3 7/8 2.2 22 1/2 158 5.4 16" 11 1/4 104 4.717Z8 2.2 22 1/2 205 5.9 1 1/8" 3.7 18 11 1/4 131 5.1 7/8 " 2.2 22 t /2 257 6.4 1 1 /8" 3.7 20" 1 1 1/4 161 5.4 7/8 2.2 22 1/2 316 6 88 t 1 4" 4.6 24" 11 1/4 229 6.1 1" 2.9 22 1 2 450 7.7 1 3/8" 5.7 1'UR 60KSi THREADED REBAR TYPE B BLOCKING FOR 45' VERTICAL BENDS S d L m Oz m 0 =jOwNOU QN �Z ui OVUU uj -KwmOw v 0 U Ll o w v wQ OZ p �a"v Hz 6: 60 V) ¢ w zU 0 0 4" 29 3.1 3/4 1.6 A02 14" 292 6.6 7 8 2.2 16" 37817.2 1 /8 3.7 18" 47817.8 2C" 533 8-? 11 1/4 4.6 24" 83219.4 3 8 5.7 r 4� 1. swz 1. BEARING SURFACE SHOULD. WHERE POSSIBLE, BE PLACED AGAINST UNDISTURBED SOIL. WHERE IT IS NOT POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 2. BLOCK HEIGHT(h) SHOULD BE EQUAL TO OR LESS THAN ONE-HALF THE TOTAL DEPTH TO THE BOTTOM OF THE BLOCK, (HT), BUT NOT LESS THAN THE PIPE DIAMETER (D"). 3. BLOCK HEIGHT(h) SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH(b) VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. FOR DIMENSIONS AND THRUST REACTIONS SEE TABLE THIS SHEET 2 BEARING BLOCK DETAILS sw2 SCALE: NONE CROSS REFERENCE: NONE A J (IN) 6 6 7 7 6 8 9 11 1/4 10 12 3/4 11 14 1 4 EDWIN L. VOPELAK, JR PE 59238 RECOMMENDED 180' END HOOK DIMS DETAINING DIMENSION HOOK 1 4d OR 2 1/2 "MIN MIN D=6d FOR #3 THROUGH #8 MIN D=Bd FOR #9,#10, AND #11 180' HOOK 4 ACI STANDARD HOOKS gw2 SCALE: NONE CROSS REFERENCE: NONE N w SHACKLE RODS 2 TURNBUCKLES THREAD 6" c a a I e 3000PSI GONG o' UJ w 0 w m It v) 0 z TYPE A BLOCKING FOR 11 1/4 '-22 1/2 VERTICAL BENDS SHACKLE RODS 4 TURNBUCKLES THREAD 6"� � a <, d J o e 1',0 ?z 3000PSI CONC ° c' TYPE B BLOCKING FOR 45' VERTICAL BENDS GRAVITY THRUST BLOCK DETAILS SCALE: NONE CROSS REFERENCE: NONE CONTRACT 1 - RIVER STREET TRANSMISSION MAIN CONTRACT 2 - WATER PLANT MODIFICATIONS DATE REVISIONS RECORD/ DESCRIPTION DRAFTED CHECK APPR. UNAUTHORIZED ALTERA- TADDITION THISHIS DOCUMENT IS A A VIOLATION OF SECTION 7209 SUBDIVISION z OF THE NEW YOR STATE EDUCATION LAW. ® 19gg C.T. MALE ASSOCIATES P.C. STANDARD DETAILS THRUST RESTRAINT 0 © VILLAGE OF HUDSON FALLS PERMANENT CONNECTION TO QUEENSBURY CONSOLIDATED WATER DISTRICT © ® © VILLAGE OF HUDSON FALLS WASHINGTON COUNTY, NY PROJ, NO: 97,4593 DESIGNED : KRV/WAW DRAFT:KRV ED WAW / CHECKED C.T. MALE ASSOCIATES, P.C. 50 CENTURY HILL DRIVE. P.O. BOX 727, LATHAM, NY 12110 (518) 786-7400 ' FAX (518) 786-7299 ENGINEERING • LAND SURVEYING • BUILDING SYSTEMS I !�'UL��)I LAND PLANNING • ENVIRONMENTAL SERVICES • CPS/GIS SERVICES '-�"� `'J SCALE: AS SHOWN SHEET 6 OF 22 p8 L1 DATE: NOV 3, 1999 ® DWG. NO: 99-511