The URL can be used to link to this page

Home My WebLink AboutSD-85-19H 9 ---- - °'; B —4-0 DIA. 4` `° 0.12SQ.IN LIN.FT REINFORCEMENT a SECTION B—B J04NT DETAI L THRU RESILENT SEAL f}t A —V O DI A . 1 �.[ °0 PRE-CAST MANHOLE NOTES AND MANHOLE 5- , 1 %2 COR -TEN BOLT'S OR APPROVED EQUAL WITH WASHER 2 CAST IRON COMPRESSION FLANGE :A.S.T' M. A48 CLASS 25': , IBRICK SIZE OF FLANGE TO MEET CLASS Z. TYPE OF PIPE I OR 3 PIPE SECTION ° t0 a. -1' -_ 0.:. g}': ONCRET ': 4 CAST IRON INSERT— j27AP,A. S.T.M. A 48: a a 4 n .° - t ®� BRICK 5 SMOOTH BEVELED SURFACE T-6 RECEFVE RUB16ER GASKET -- --- ®;DG 6 RUBBER GASKET A.S.TM. C443 -65 i t -- -- B A ° ; T BEVEL TO ALLOW FOR MISALIGNMENT 12 -- ` '" `� b INNER SURFACE OF PRECAST CONCRETE MANHOLE A 9 OUTER SURFACE OF PRE -CAST CONCRETE MANHOLE NO T'E 3 10 PRECAST MANHOLE ,A. S.T.M. 0478 -6 . . SECTION a �d 11 ASBESTOS CEMENT, CL AY,CAST IRON,'P.YG�t _C.of ETE_ PLPE GASKET & FLANGE ° �_. e —� -� -_ 7_. 12 90 ALLOWABLE MISALIGNMENT OFF CENTER IN ANY DIRECTION OMITTED WITPI ENGINEERS APPROVAL PRECAST CONCRETE BPICK OR CONCRETE (UOi'E 1 MANHOLE IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY q TYPE O 1?T ION A L BETWEEN THE DEVELOPERS DRAWINGS AS APPROVED BY THE ENGINEERING DEPARTMENT AND THE TOWN OF LEXINGTON, THE STANDARD DETAIL SHEETS M COVER SHALL PREVAIL, EXCEPT WHERE SPECIFICALLY ASSPECIFIED S S C WAIVED BY THE TOWN. OENFaR AL MANHOLE NOTES I APPLY-2 THICK COAT OF CEMENT- MORTAR AROUND OUTSIDE OF ALL BRICK WALLS 2 M.H. RUbIGS.IZ O.C� IN CONC. OR EVERY 5TH. COURSE IN BRICK WALL. SEE DETAIL 3 TOP OF PLATFORM TO BE AT LEAST AS HIGH NOTE iv I AS CENTER LINE OF PIPE OR AS APPROVED vx FINISHEDGRADE 4' REGULATIONS. COMPACTED SELECTED N LIND OVER TRENCH - %BACKFILL MATERIAL -0 V CRUSHED STONE - BACKFILLED TO SPRING LINE w UNSUITABLE MATERIAL BELOW NORMAL TRENCH GRADE.TO BE REMOVED AND BACKFILLED WITH BANK RUN GRAVEL SHEETING TUBE DRIVEN 2'-0 MINIMUM BELOW HARD BOTTOM OF UNSUITABLE BOTTOM MATERIAL 1 1 � rue, E ND t ° I } FLrrURE i EXTENSION i NEW P.V.C. 5CWW�R PROPERTY LI NE —� I I PLAN NOTES I. GRADIENT FOR SERVICE CONNECTION LUMBER SHEETING IF TO BE TOP OF MAIN AT BEND REOUtRED AND INSTALLED IN ACCORDANCE WITH 2. SERVICE CONNECTION TRENCH SHALL REGULATIONS. COMPLY IN ALL WAYS TO THE GENERAL SPECIFICATIONS AND TYPICAL TRENCH SECTIONS FOR SEWER MAINS I : - SHEETING LEFT 3 MIN. SLOPE FOR SERVICES S - % PER. FT. IN PLACE SMALL BE CUT 4 OFF 2 FEET BELOW FINISHED GRADE UNLESS OTHERWISE DIRECTED 6 °- 45 "Prc. 'BEND 6' Pvc. COUPLING 6 Pvc. ,SERVICE PIPE — PVC.WYE BRANCH WITH SLEG TYPICAL TRENCH CTI PROFILE UNSUITABLE T I AL SERVICE CONNE CTION T 11 So MANHOL E RUNG DETAIL ` CONCRETE SLAB KEYWAY , 6' CONTINUOUS WAIL` R STOP (COPPER) 6• G VELSASE °--� CAST IN PLACE T to CEMENT CONCRETE CLASS 3 1 LAYER 15* ROOFING- FELT BETWEEN CONCRETE AND GRAVEL Q COVER TO BE LETTERED ~SEWERS 7 e •9 / lf�vlc IAMOND ,�, ` TOP SURFACL DESIGN DETAIL P U CONCRETE ENCASEMENT 6 Pvc. SERVICE 6- 90 Pvc. SEND-- m `: Ry C. TEE W I TH 6 L EG —. 28 a ,y a i -m� - -. _ _ Lp 26 ` BRICK DAM TO CONCRETE 1' _ MID DIAMETER - - -- 4 i 4 ENCASEMENT 4; 4 3- PVC.. COUPLING I— I 7� i i I 2 NOTE: THE DIAMETER OF THE DROP SI9ALL E3E 6" PvW OUPLING .'. �_. - 4 - - MANHOLE WALL a. ar NO LESS THAN ONE PIPE SIZE SMALLER OR DUPLEX ADAPTOR ` a °'�+ °,•' (,' e e 'i'y THAN THE INLETTING LATERAL SEWER 4 i- --6 -45 PVC 3END EXCEPT FOR PIPES 24 "IN DIAMETER AND �. SECTION A -A �` .1,.•.° ..a' LARGER WHERETHE DROP MAY BE • Pvr— WYE BRANCH REDUCED BY TWO PIPE SIZES -IN ANY CASE WITH 6 °LEG -� e r: T I L• COVER 6 MINIMUM -__ -_— -- THE DROP SHALL NOT BE LESS THAN 6o ;°:.'`i ENCASEMENT -, OR M F ORE THAN THE DIAMETER O THE WT. = 430 LBS. PW,. 6"DROP ?+ I INLETTINO LATERAL SEWER -�-- USE DUPLEX ADAPTOR IF NOT I a`e, .. MACHINED END a a "- s SECTION ELEVATION @ ° SEE STANDARD STANDARD DETAILS MANHOLE DETAILS ,'r ;� TYPICAL I Y DETAILS _� - r• {.. .. SEER CONSTRUCTION e% ,J} ° • • 6- 9V PVC. �. 4� i !s® bd CAJ TE.L LI REALTY TRUST/ f Y tl A ' +• ELBOW i6 f Mc NEIL ASSOCIATES, INC. MANHOLE BASE a..:a , _ a .� Io gg wl�wL REYISI(u 1 RIM ��>�10FMq, AA," H�) 4Y P K :07E1°1 GM8 II981 N.T.S. y n• O LANNEY 3_.. C 6"GRAVEL BASE i Z NE �.rs r� ' DES106D BY: OT F" -ter,' DROP SECTION MAY BECONSTRUCTE SJ' "At N PAW, ta 70582 Mau 19 OF 22 MANHOLE DROP CTI OF BRICK AS SHOWN —4-0 DIA. r tC a!i r � L . A NO T'E 3 A 3. MIN PITCH i BRICK t RT e BPICK OR CONCRETE 1 a q vx FINISHEDGRADE 4' REGULATIONS. COMPACTED SELECTED N LIND OVER TRENCH - %BACKFILL MATERIAL -0 V CRUSHED STONE - BACKFILLED TO SPRING LINE w UNSUITABLE MATERIAL BELOW NORMAL TRENCH GRADE.TO BE REMOVED AND BACKFILLED WITH BANK RUN GRAVEL SHEETING TUBE DRIVEN 2'-0 MINIMUM BELOW HARD BOTTOM OF UNSUITABLE BOTTOM MATERIAL 1 1 � rue, E ND t ° I } FLrrURE i EXTENSION i NEW P.V.C. 5CWW�R PROPERTY LI NE —� I I PLAN NOTES I. GRADIENT FOR SERVICE CONNECTION LUMBER SHEETING IF TO BE TOP OF MAIN AT BEND REOUtRED AND INSTALLED IN ACCORDANCE WITH 2. SERVICE CONNECTION TRENCH SHALL REGULATIONS. COMPLY IN ALL WAYS TO THE GENERAL SPECIFICATIONS AND TYPICAL TRENCH SECTIONS FOR SEWER MAINS I : - SHEETING LEFT 3 MIN. SLOPE FOR SERVICES S - % PER. FT. IN PLACE SMALL BE CUT 4 OFF 2 FEET BELOW FINISHED GRADE UNLESS OTHERWISE DIRECTED 6 °- 45 "Prc. 'BEND 6' Pvc. COUPLING 6 Pvc. ,SERVICE PIPE — PVC.WYE BRANCH WITH SLEG TYPICAL TRENCH CTI PROFILE UNSUITABLE T I AL SERVICE CONNE CTION T 11 So MANHOL E RUNG DETAIL ` CONCRETE SLAB KEYWAY , 6' CONTINUOUS WAIL` R STOP (COPPER) 6• G VELSASE °--� CAST IN PLACE T to CEMENT CONCRETE CLASS 3 1 LAYER 15* ROOFING- FELT BETWEEN CONCRETE AND GRAVEL Q COVER TO BE LETTERED ~SEWERS 7 e •9 / lf�vlc IAMOND ,�, ` TOP SURFACL DESIGN DETAIL P U CONCRETE ENCASEMENT 6 Pvc. SERVICE 6- 90 Pvc. SEND-- m `: Ry C. TEE W I TH 6 L EG —. 28 a ,y a i -m� - -. _ _ Lp 26 ` BRICK DAM TO CONCRETE 1' _ MID DIAMETER - - -- 4 i 4 ENCASEMENT 4; 4 3- PVC.. COUPLING I— I 7� i i I 2 NOTE: THE DIAMETER OF THE DROP SI9ALL E3E 6" PvW OUPLING .'. �_. - 4 - - MANHOLE WALL a. ar NO LESS THAN ONE PIPE SIZE SMALLER OR DUPLEX ADAPTOR ` a °'�+ °,•' (,' e e 'i'y THAN THE INLETTING LATERAL SEWER 4 i- --6 -45 PVC 3END EXCEPT FOR PIPES 24 "IN DIAMETER AND �. SECTION A -A �` .1,.•.° ..a' LARGER WHERETHE DROP MAY BE • Pvr— WYE BRANCH REDUCED BY TWO PIPE SIZES -IN ANY CASE WITH 6 °LEG -� e r: T I L• COVER 6 MINIMUM -__ -_— -- THE DROP SHALL NOT BE LESS THAN 6o ;°:.'`i ENCASEMENT -, OR M F ORE THAN THE DIAMETER O THE WT. = 430 LBS. PW,. 6"DROP ?+ I INLETTINO LATERAL SEWER -�-- USE DUPLEX ADAPTOR IF NOT I a`e, .. MACHINED END a a "- s SECTION ELEVATION @ ° SEE STANDARD STANDARD DETAILS MANHOLE DETAILS ,'r ;� TYPICAL I Y DETAILS _� - r• {.. .. SEER CONSTRUCTION e% ,J} ° • • 6- 9V PVC. �. 4� i !s® bd CAJ TE.L LI REALTY TRUST/ f Y tl A ' +• ELBOW i6 f Mc NEIL ASSOCIATES, INC. MANHOLE BASE a..:a , _ a .� Io gg wl�wL REYISI(u 1 RIM ��>�10FMq, AA," H�) 4Y P K :07E1°1 GM8 II981 N.T.S. y n• O LANNEY 3_.. C 6"GRAVEL BASE i Z NE �.rs r� ' DES106D BY: OT F" -ter,' DROP SECTION MAY BECONSTRUCTE SJ' "At N PAW, ta 70582 Mau 19 OF 22 MANHOLE DROP CTI OF BRICK AS SHOWN