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HomeMy WebLinkAboutDecision 1297 - Sewer Disposal SystemPRECAST SEPTIC TANK. ST 7 X 16 -5.5,000 GAL./2 COMPARTMENT. PRECAST DISTRIBUTION BOX. DB -3 PRECAST DRY VIEEE DNI 6. 1T: o.. i 1 I 4 1 r'� I r\ I T I r. • I + za-ola cbvEa PLAN VIEW i..L i•"_6"WALLS 6� F" DIA.INLET r 'DIA LE • T•_6'• 6. ' OUTLET • U uoulD + 5,6114 DIA.HOL. FS�LEVEL. :.o., ro^:n I I CROSS SECTION VIEW SPECIFICATIONS. *Concrete klinimum Strength -5A00 P S.I. at 28 days. / •Steer Rcintorcement- AST M -A-615-6$. Grade 40, 1" minimum cover. •Design loading -Standard Units: AASHO-H10-44- Optional Units: AASHO-HS20-44. •Tees -Provided and installed by others w *Construction Joint -Sealed with asphalt .cement or equivalent, P. I I � 3. 3.. 11 w I i 35'DIA OUTt£T^ - - '"S'CIA INLFI �. 1.' "Al I.% f.. 1 I r , , T T --� SPECIFICATIONS *Concrete Minimum Strength -4,000 F.S I at 26 days •Steri Reinforcement -ASTM -A-615-68. Grade 40, 1.• minimum cover. 14'D:A COVER SPECIFICATIONS •Con creta ee mum Strnngth-5.000-FSI •- d-�. - ----- — ! *St -et Relnto" ,-irnt-ASTP.4-A R1S FE G •= 4'1 r•- rcvnr ��li .pt)elgn Love! `^,-Standa,d U^ its 44 - pp• or,a! U :. r. A r HS -0-44, I S oo� 20' oo° I I I I I I I I I \ � ._._._' -.._.---i Lend. .a'<. _L-.-��- \•70 � _--�' ,' , \ r i \ � \ l� cl+lh� I o N F- \r 'A rY PICAI �v C' 1t yl V4 1 v l � •rr��o �v I I tl -': 1 r � •x 24• C M...w»o,.e Coveas - - I ������Coon L!•S A� C<'Cq L' - �-3��.��'.l �i1j�L�4.Y_f�tWS' 1 ten`` -'t c:-�_ �.. .E .E:.x. C`s.;�.� � E/.��,.� �L�•--� (}� Y'S.F�1 ©FIF..Q-++���-.71 MUM t c ? 1 t �,' }�EQ�-�/�•t W W n] m El I]= 0 C7 5 Irmo{ 0 co �/-� 1;zIm I� 6 '., if 1C3 CqG7® EDQ ED ©f: 17 Lam- I✓' c� Iz 1z Q L. ! • U /0-� /t.o-� I� fief 41 If: m Em lzI o Qs i I SPECIFICATIONS •Con creta ee mum Strnngth-5.000-FSI •- d-�. - ----- — ! *St -et Relnto" ,-irnt-ASTP.4-A R1S FE G •= 4'1 r•- rcvnr ��li .pt)elgn Love! `^,-Standa,d U^ its 44 - pp• or,a! U :. r. A r HS -0-44, I S oo� 20' oo° I I I I I I I I I \ � ._._._' -.._.---i Lend. .a'<. _L-.-��- \•70 � _--�' ,' , \ r i \ � \ l� cl+lh� I o N F- \r 'A rY PICAI �v C' 1t yl V4 1 v l � •rr��o �v I I tl -': 1 r � •x r ' \� t 12 13 v, c.�. � le+c�a Inv P.T coz�r/• - / v. 1 \ —N Ol' 2l' OO' W SO UJ TH SHSI"'CRIE � 1 I FLA [30AED AP?LICATM FILED; r; H-MCRING DI:T'E$ eD.0:= MULTH APPV. f C:.All AFPPOVED+ ?tl:F! EFdDO''rED+ ' L REVISIONS DATE BY PRELIMINRY SANITARY SEWER DISPOSAL SYSTEM 5 SITE'LAN FOR 26 UNIT MOTEL AT SOUTH SHORE ►RIVE YARMOUTH, MASSAIUSETTS PREPARED FO CLIFF HAGRG 46 ROLLING RIDGE OAD AMHERST, MASSACKTTS I '\ I I I I I 1 I I u -RIP-,RAp -�nwti GtF YRt—C).:jTH 'SARK �G V T. SCA, LC': 1" - 20' O . _ 20 40 60 I i1foZ03-IOLS PISSOCIAT-EENGINEERS CONISULTANTS S 276 HIGH STREET HOLYOK J03 NO. 776 DI i ERANCH OFFICES: NORTH ADARAS C WEST YAP 1 ten`` r ' \� t 12 13 v, c.�. � le+c�a Inv P.T coz�r/• - / v. 1 \ —N Ol' 2l' OO' W SO UJ TH SHSI"'CRIE � 1 I FLA [30AED AP?LICATM FILED; r; H-MCRING DI:T'E$ eD.0:= MULTH APPV. f C:.All AFPPOVED+ ?tl:F! EFdDO''rED+ ' L REVISIONS DATE BY PRELIMINRY SANITARY SEWER DISPOSAL SYSTEM 5 SITE'LAN FOR 26 UNIT MOTEL AT SOUTH SHORE ►RIVE YARMOUTH, MASSAIUSETTS PREPARED FO CLIFF HAGRG 46 ROLLING RIDGE OAD AMHERST, MASSACKTTS I '\ I I I I I 1 I I u -RIP-,RAp -�nwti GtF YRt—C).:jTH 'SARK �G V T. SCA, LC': 1" - 20' O . _ 20 40 60 I i1foZ03-IOLS PISSOCIAT-EENGINEERS CONISULTANTS S 276 HIGH STREET HOLYOK J03 NO. 776 DI i ERANCH OFFICES: NORTH ADARAS C WEST YAP