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Home My WebLink AboutEngineered Plans - 2016M 1. CONCRETE FOR THRUST BLOCKS SHALL HAVE MINIMUM r - COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. \ 2. THRUST BLOCK C BEARING AREAS TO BE IN d' ACCORDANCE WITH TABLE; UNLESS DETERMINED OTHERWISE BY THE ENGINEER BECAUSE OF SOIL Z7 CONDITIONS. N 3. ,THRUST BLOCK SHALL BE PRECAST OR CAST -IN PLACE TABLEF 0 BEARING AREAS (S.F.) SIZE OF .: MAIN (IN.) BEND (90) BENDS 45. & <) TEES CAPS OR PLUGS .8&< 6 g _ 4 108,12 12 7 . 9 16&>- 1,118 10 14 CU TTING. THE S AW CUT BE COMPLE PERPENDICULAR TO THE ROADWAY/SIDEWALK. rHvtm tNT SURFA CE. EX CAVATE - SANDYLOAM AND/OR - SAND TOPSOIL MATERIAL FROM ALL ,. rLASTI C LAYERS. THESHALL METALLI C TRACER , .TAPE SHALL BE A MINIMUM 5mm THICK AND MUST BE �.LOAMY. ,.TED �„ �. 2 T INS NG THE WEARINGCOURSE THE EXISTING VERTICAL PAVEMENT SURFACE SHALL EDAFPR REA S PRI ORT O SUB BASE INSTALLATION. qw�l LOIOR CATAB LE ATALLI TAD EPTH OF 18 INCHES WITH ORDINARY PIPE LOCAT - ORS. . C . cO r ss�. = Jd2. SWEPT COMPLETELY CLEAN. PR P O ER COMPACTION (SEE PAVEMENT DETAIL SAW PLACE - 0 SUB BASE IN MAXIMUM 8 LIFTS (COMPACTED TO 95/0.: 3. -o _.V3.' COMPACTFAFTER SUB GRADFOLLOWING: E FILL TO 95/0 COMPACTION. 4.'BE PEA GRAVEL SHALL CONSIST OF CLEAN HA RD, ROUND PARTICLES OF GRAVEL MEETING THE ,� . � —/ %G�t�c CUT NEW PAVEME NT ABUTMENT 3/4” DEEP AND FILL WITH FIBER MODIFIED ASPHALT SEALER AS SHOWN: 4 . SEE SITE LAYOUT PLAN FOR PAVEMENT WIDTH AND LOCATION. SIEVE SIZE PERCENT PASSING d 5. SEE GRADING PLANS FOR PAVEMENT SLOPE AND CROSS SLOPE. 9585 l.3 > 6. SWEEP CLEAN THE EXISTING BI BINDER COURSE SURFACE P PRIOR TO INSTALLING THE WEARING COURSE BY NO - .4 5 15 . A STREET SWEEPING MACH IMP APPi v A TAr k rneT Dr -D eDCr,�,nArl^klo - Nn A 0 n-01Project Number. Sheet i i i PROVIDE CURB BOX BUOYANCY CALCULATIONS MOUNTED FLUSH BREAKOUT 8.35 LATERAL INVERT 8.25 BOTTOM OF SYSTEM 7.75 ESHGW 4.75 GW SEPARATION 1 3.00 i i i PROVIDE CURB BOX BUOYANCY CALCULATIONS MOUNTED FLUSH 4,550 PRO�.DE CHARCOAL FILTER VALVE VAULT C'7 5,000 GALLON PUMP CHAMBER 4– . INCH PVC TANK VOLUME (CU. FT.) 1,320 PORTION OF TANK IN WATER AT SEASONAL HIGH GW (EL.=4.75) 86% ` EQUIVALENT WEIGHT OF WATER DISPLACED (LB.) 70,627 SOIL COVER VOLUME (CU. FT.) 346 WEIGHT OF SOIL COVER, (LB.) 31,140 TANK WEIGHT L8. 60,920 TOTAL BALLAST (TANK+ K .SOIL LB. 92 060 BALLAST REQUIRED (BUOYANCY FORCE - TOTAL BA.LLAST)(L8. ) -21,433 CONCRETE BALLAST REQUIREDCU. FT. ( ) NONE BALLAST NOT REQUIRED PRESSURE DISTRIBUTION CALCULATIONS MOUNTED FLUSH 4,550 PRO�.DE CHARCOAL FILTER VALVE VAULT C'7 WITH GROUND 4– . INCH PVC OR APPROVE D EQUAL . . EQUIVALENT WEIGHT OF WATER DISPLACED L8. 6,313 THREADED D CAP ,. ,. 4,050 TANK WEIGHT (LB.) 12,100 TOTAL BALLAST (TANK ,+ SOIL) (LB.) 16,150 O -9,837 4,, NONE BALLAST NOT REQUIRED LATERALS O - LATERAL SPACING, Ls = 4 FT. LATERAL DIAMETER, Ld = 1.25 O LENGTH OF LATERALS, L = 46 T - PROVIDE END CAP 12. MIN. _ 140 NUMBER OF LATERALS, Ln = 16 {# 1!1 P(_IIIlS?I4 f! E EP I6 Q PROVIDE ADAPTER TO ;. ; ... : _ �. • 6" LOAM &SEED . -� FORCE MAIN DIAMETER, Dfm = JOIN SEWER OR LATERAL IN. .. ... ... .. ...... 75 FT. MANIFOLD DIAMETER, Dm = TO 4–INCH ELBO W 45 DEGREE PVC_ BEND AT THE END _ . _ 60 SYSTEM VENT- 2 INCH O. OF LINE WYE DISCHARGE RATES SCH. 40 PVC, MIN � 07 CONNECTION FOR da 1.28 GPM . LATERAL DISCHARGE RATE, Ql, q x N = IN LINE GPM SYSTEM DISCHARGE RATE, Q, QI x Ln = 195 GPM O 1/4" PERFORATIONS TI NS ; • LEACHING FIELD VOLUME, Vs = 47 s PACED AT 5 -FT . m - DOSE VOLUME 4550 GPD/4 DOSES/DAY = LAST PERFORATION FT 1.5 ` GAL. PRESSURE DISTRIBUTION CALCULATIONS TITLE 5 DESIGN FLOW 4,550 GPD VALVE VAULT - - T ANK VOL M U ECU. FT. ( ) 222 PORTION OF TANK IN WATER AT SEASONAL HIGH GIN EL.=4.75' 46% EQUIVALENT WEIGHT OF WATER DISPLACED L8. 6,313 SOIL COVER VOLUME (CU. FT.) 45 WEIGHT OF SOIL COVER LB. �( 1 4,050 TANK WEIGHT (LB.) 12,100 TOTAL BALLAST (TANK ,+ SOIL) (LB.) 16,150 BALLAST REQUIRED (BUOYANCY FORCE - TOTAL BALLAST) (LB.) -9,837 CONCRETE BALLAST REQUIRED (CU. FT.) NONE BALLAST NOT REQUIRED PRESSURE DISTRIBUTION CALCULATIONS TITLE 5 DESIGN FLOW 4,550 GPD PERFORATIONS PERFORATION DIAMETER, Dp _ 1/4 IN. DISTAL IN-LINE PRESSURE, Hd = 3 FT. (2.5 FT. MIN.) NUMBER OF PERFORATIONS/LATERAL, N = 9.50 PERFORATION SPACING, S = 5 FT. LATERALS - LATERAL SPACING, Ls = 4 FT. LATERAL DIAMETER, Ld = 1.25 IN. LENGTH OF LATERALS, L = 46 FT. HAZEN-WILLIAMS COEFFICIENT, Ch = 140 NUMBER OF LATERALS, Ln = 16 FORCE MAIN AND MANIFOLD FORCE MAIN DIAMETER, Dfm = 3 IN. LENGTH OF FORCE MAIN, Lfm = 75 FT. MANIFOLD DIAMETER, Dm = 5 IN. MANIFOLD LENGTH, Lm = 60 FT. DISCHARGE RATES PERFORATION DISCHARGE RATE, q = 11.79 x (Dp)2 x (Hd)1/2 = 1.28 GPM . LATERAL DISCHARGE RATE, Ql, q x N = 12.16 GPM SYSTEM DISCHARGE RATE, Q, QI x Ln = 195 GPM DOSING CALCULATIONS LEACHING FIELD VOLUME, Vs = 47 GAL. DOSE VOLUME, (5.0 x Vs) _ 300 GAL. DOSE VOLUME 4550 GPD/4 DOSES/DAY = 569 GAL. DRAIN BACK TO PUMP CHAMBER, Vs = 89 GAL: . HEAD LOSSES FRICTION LOSS IN FORCE MAIN, fl = 6.9 FT. FRICTION LOSS IN MANIFOLD, Dfl= 0.5 FT. : FRICTION LOSS IN FITTINGS AND VALVES fl = 6.0 FT. NETWORK L - OSSES hl - 3.9 FT. STATIC HEAD = 10.0 FT. TOTAL HEAD 27.3 FT. PUMP PARAMETERS FLOW, Q = 195 GPM TOTAL DYNAMIC HEAD = 28.0 FT. NOTE: USE LIBERTY MODEL LEH2O2M3-2, SINGLE PHASE, 2 HP, 230 VOLT PUMP SUPPLIED BY CAPE COD WINWA TER OR APPROVED EQUAL. CONFIRM VOLTAGE PRIOR TO ORDERING PUMPS. VJ �..VJ t GATE VALVE (TYP.) W Q F— W. UNION (TYP.) UNION (TYP.) U Q w o � SCH 40 PVC FORCEMAINS x ;=;a.a, : , ,,; ,..y CHECK VALVE WITH EXTENDED (PROVIDE DI TO PVC ARM AND WEIGHT (TYP.) U FERNCO ADAPTOR) DUCTILE IRON FORCEMAIN ! FROM PUMP CHAMBER (TYP.) G 7 SEPARATION TO SUIT Z Q 4" DRAIN BACK TO Q PUMP CHAMBER f PRESSURE GAUGE (LIQUID FILL) ^^ +... LL WITH ISOLATION VALVE (TYP.) VALVE NORMALLY Q CLOSED � I'- m V coo WATERTIGHT H2O HATCH 5'x5'X5' UTILITY VAULT BILCO TYPE•J-3H2O (36"X30") (INSIDE DIMENSIONS): (TYP.) LLLLLLL gLLLLLLL LLLLLLLL 12" CONCRETE RISER TO LLLLLLLL LLLLLLLL GRADE m LLLLLLLL FINISHED GRADE LLLLLLLL fill O) N 1 INCH DIA. DROP FRONT GATE VALVE (TYP.) TYPE MANHOLE STEPS .� s` CD CU PRESSURE GAUGE (LIQUID FILL) �° WITH ISOLATION VALVE (TYP.) CHECK VALVE (TYP.) v °L- ® � o LINK SEAL (TYP. ALL Y".DIA. WEEP HOLE m CD - CONNECTIONS) a- C� U > ® 5' SCH 40 PVC FORCEMAIN (PROVIDE DI TO PVC FERNCO ADAPTOR) DUCTILE IRON ; PIPE SUPPORTS s FORCEMAIN FROM PUMP CHAMBER CV C . 4" DRAIN BACK TO PUMP CHAMBER C 0.5' TYP. CU 6" OF 3/4" COMPACTED Q. CRUSHED STONE BASE E V O O ` V VALVE VAULT 0) �- C O NOT TO SCALE i N o N a CU n`. O A' : N m M m _ Ln ZLO04 d04 v 'C co o •- 0 N W �' o O — Q SEWER MA - _ m IN Q Q � o � .n co 18" MIN. o.. c O 0 d N 7 • 3 a 0 o d a NN 0 1' O o a LL C O co � m WATER MAIN AND/OR PE WATER TUBING 0 .. V N O cn = rn cn d o .. d d d d d e \ e. • ' • •• Registration: 9' MIN. 9' MIN. IF SEWE R LINES MUST CROSS WATE S F R UPPLY LINES 0 BOTH PIPES S A� HALL BE CON N STRUCTED OF CLASS 150. � AS PRESSURE PIPE OR BETTER AND SHALL BE PRESSURE TESTED TOA � c ASSURE WATER TIGHTNESS. IF CROSSING � y 0 IS WITHIN 18" MINIMUM, BOTH MAINS MUST BE ENCASED IN CONCRETE 10' EITHER SIDE OF CROSSING.� m FAT PIU LEE n WATER MAIN SEWER ABOVE CIVIL No. 42824 • 4r 10' 10' r srsrEe '0Q • ®mssOV -d o SI E� d AL d. WATER MAIN SE PTICE S WER PIPE 8 - d IN. a ; l3 l6 : IF CONDITIONS REQUIRE PIPES TO BE CLOSER THAN Pro1ect Number:Sh eet . .. . I _ _ ..:. . . I�I . . . . I . I . . I � . . 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Field ' Horizontal .: use -0.001 to _ _ _ : use years to ..... . .. . . . . . z Project tuber• u Q "t3 . - .. .o .. - C .. 3of3 Field Field . . . . . . Drain Field unit that •y draulic y a pproximate approximate Q. . . . ... ca . . ... . ;. � ., .. N .. _ _3 C Subuni t Subunit 1.Subu.... - a is:Trench , Conductivity .... :.steady state steady state . r °' 0 . . Area at 10 years I r'" ., . . ..:. a Q : w, _. 1.Sp f Kh 1.y S time ' . .. . �'�/ rlL Q U . . . . . W W . . ._. ,.. .... ; .. .: . . . .. (— . .. . . . . . .. . .. . . /'/^� �� . . 1. . _ . . _ Of . . . . .. . . .. . . . . 11 . . . . .. . . . . . Z Q � . N . ., . . . . .. . F J p_ Q . U . . . . L. I. - a � CU U >- . J . , . .... . .. . . .:. ., . . . . . . Q ~ . . :' . . .. . . 3: 0- . 1 -- ., . ,. .. .: . .:: . . . _ .. 1. C' 1. . ; `: " . .. . N .... , ._ , . ., L .. _ ,: .. .. . ,. . : .'.. .. '_ a--� .. U --J . to U Ga Q� . _ . . . . . FAT P(l9 . .. .. _ . . I . 0 w -1.1. . 1. . . ... .1. . . . .. wOE-- `� U . (,O .. :. . . . . .1 . . . . . � '� p . . . . .:.' .: . -, . . . . :: d' . III :- ^� . _. O _ . . .. . . . . .. . . .. : .. . -a _ . - /3 i6 ..... . .. . . . . . z Project tuber• u Q "t3 . - .. .o .. . Q 3of3 . _ .. ,. . . . . . . .. _ . . . . . . . I--- .. . U) ... . ;.' . ` . . . 1. Q. . . . ... ca . . ... . ;. � ., .. Q CU .. _ _3 C iu _ . . . . ... .. . - a - . a . ... .. _ . - . : . . . . Q U . . . . . . .. . .. .. - �° . . ._. ,.. .... ; .. .: . . �� . . . .. . . . . . .. . .. . . �� . . . ... . . . . . . . _ Of . . . . .. . . .. . . . =0 . .. . . . . . �� Q . :.. . .. ,... . . . - _ .. .. _ . �G = - . .. . _ " f5 a L -M E N n . . . . L. I. - a � CU U >- . , . .... . .. . . .:. ., . . . . . . . . U . . :' . . .. . C .. . . , . .... . . .. .' .. . . . ::. O _ .. , .. .. ... ., :,. _. , . .. .... .. . . . . .' ., . ,. .. .: . .:: . . . _ .. 1. C' . r _, ...,. .;,.. ... ..L , . U Q U . . . U . .: . " O L. _ LI.L% 1. . . ::. T m 0- . _ .. ._ . _, . _. _1. .L. .- _ 1. 1. I. 1. 1. I LL . . .L .. _. L. .. _ - -. _- . _% . . . .. .. . .. . . . L. N O W . " o _ .5 T C � U _ I . . ..: _ .. .:. . . C ::. O _ .. , .. .. ... ., :,. _. , . .. .... .. . . Re istration: 9 _ .._ ., . ,. .. .: . .:: . . . _ .. 1. . . 1. . ; `: " . .. . N .... , ._ , . ., L .. _ ,: .. .. . ,. . : .'.. .. '_ a--� .. . .. . . _ OF . �E9,S . Ga Q� . _ FAT P(l9 . .. .. _ . . I . 0 w . ; . :... . . . VIL GLEEI:I . (,O .. :. . . . . .1 . I. (V��o.4280 . .,.. . .. .. . .. .' _. . r : _ _ . '� - _ .' ..I. .1 ., .:. ... . IL S/ONAL E@ .:.' .: . -, . . . . :: d' . III :- ^� . _. O _ . . . . " . .. : .. . -a _ . - /3 i6 . .. . ._ . a� . _ ._ . �_ _. .. .. .. . . . . . Project tuber• u Sheet "t3 . - .. .o .. . 1 5137 3of3 . _ .. ,. . . . . . . .. _ . .. . U) ... . ;.' . ` . . . Sheet Number: . . . ... ca . . ... . . % :.: _ ., . . . : . .. . . . . .. . .. _ _3 C