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Home My WebLink AboutSD-82A-2UNDISTURBED MATERIAL I PAVEMENT BUILDING CONNECTION RAIN: SLOPE 1/4" PER FOOT UNLESS OTHERWISE DIREC- SEWER CKOLLECTQR FOR BUILDING CONNECTIONS i PROVIDE 2'x OAK MARKER ED PROVIDE SCREEN GRAVEL TO I FT: ABOVE PIPE END 2 FT. BEYOND ---� END PLUG SECTION '. C GROUND SURFAI "'UNDISTURBED SCREENED GRAVEL CRADLE An I � R.O.W. 25' 2 I 4' -0" 6` 11,-0" W-0 -0 PAVED SIDEWALK 1 ON COMPACTED GRAVEL BASE COURSE 11/2 WEARING COURSE 2;1 OR 3 ' SLOPED GRAN. EDGING (TYR) FLATTER !8 /FT 1!2 BINDER COURSE (TYR) I III 2 3 / /8" /FT. 3�,. 000'.o IIi ll1 =III 6 °- IIIICo�o 00 loo. 12" COMPACTED GRAVEL BASE COURSE Ill Oop�op o. =(11= III_I11 ��I 111 iI�_1 — suecRADEE — MIN ®R STREET CROSS-SECTION N T.S. NOTE REFERENCE IS MADE TO THE ATTACHED DEPTH STANDARD DETAILS FOR THE TOWN OF LEXINGTON AS AS THEY MAY BE APPLICABLE TOTHIS PROJECT DIRECTED IN THE EVENT OF A CONFLICT OR INCONSISTANCY BETWEEN THE DEVELOPER'S DETAILS, AS APPROVED BY THE ENGINEERING DEPT., AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEET THE MOST CURRENT VERSION OF THE TOWN STANDARD DETAIL SHEET SHALL PREVAIL EXCEPT WHEN SPECIFICALLY WAIVED. t z f-- LENGTH S DIRDECTED OR___ V6_ ° o S ° � I ni -2 '7 -26 -88 ADDED; NOTES II11 3 5 -15 -90 AS -BUILT ELEV.'S �Q A i "CLEAR- NEW CURB STOP AND BOX 30" CURVE m� --._._ Q (ROTATE AS REQUIRED) a "- � Y - BRANCH NORMAL WATER C LEVEL COMPACTED N SCREENED vim_ N GRAVEL Nc\j l UNDISTURBED MATERIAL I PAVEMENT BUILDING CONNECTION RAIN: SLOPE 1/4" PER FOOT UNLESS OTHERWISE DIREC- SEWER CKOLLECTQR FOR BUILDING CONNECTIONS i PROVIDE 2'x OAK MARKER ED PROVIDE SCREEN GRAVEL TO I FT: ABOVE PIPE END 2 FT. BEYOND ---� END PLUG SECTION '. C GROUND SURFAI "'UNDISTURBED SCREENED GRAVEL CRADLE An I � R.O.W. 25' 2 I 4' -0" 6` 11,-0" W-0 -0 PAVED SIDEWALK 1 ON COMPACTED GRAVEL BASE COURSE 11/2 WEARING COURSE 2;1 OR 3 ' SLOPED GRAN. EDGING (TYR) FLATTER !8 /FT 1!2 BINDER COURSE (TYR) I III 2 3 / /8" /FT. 3�,. 000'.o IIi ll1 =III 6 °- IIIICo�o 00 loo. 12" COMPACTED GRAVEL BASE COURSE Ill Oop�op o. =(11= III_I11 ��I 111 iI�_1 — suecRADEE — MIN ®R STREET CROSS-SECTION N T.S. NOTE REFERENCE IS MADE TO THE ATTACHED DEPTH STANDARD DETAILS FOR THE TOWN OF LEXINGTON AS AS THEY MAY BE APPLICABLE TOTHIS PROJECT DIRECTED IN THE EVENT OF A CONFLICT OR INCONSISTANCY BETWEEN THE DEVELOPER'S DETAILS, AS APPROVED BY THE ENGINEERING DEPT., AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEET THE MOST CURRENT VERSION OF THE TOWN STANDARD DETAIL SHEET SHALL PREVAIL EXCEPT WHEN SPECIFICALLY WAIVED. t z I mm C! m FIFO O O f-- -uL =i V6_ ° o i)t1 ° � 00 0 ° ° � ni -2 '7 -26 -88 ADDED; NOTES II11 3 5 -15 -90 AS -BUILT ELEV.'S �Q ko i "CLEAR- NEW CURB STOP AND BOX a m� --._._ Q \ CONNECT CURB STOP TO a "- � % NORMAL WATER C LEVEL n N //, / vim_ N U-1 Nc\j l NN tV > u / w QlN i / n w >� a w �1J� CENTERLINE GRADE SCALE HORIZ. I"=20' — — w,w LEFT SIDELINE GRADE MIN, 0.12 SQ.IN. STEEL PER MORTAR 3, - ®" EXISTING RIGHT SIDELINE GRADE VERTICAL T PLACED AA ACCORDING TO H ALL SUMP v DES TS ) VC =IS -- PRECAST CEMENT CONCRETE S„ PVI STA CB-1 v SE UNIT +� 1 +42.5 / / - — — N ® ®6 EX /ST GRADE — / _ - �� "MIN. 1 _ M2`.01.4 CRUSHED STONE PRECAST CONCRETE CAWH BASIN NOT TO SCALE 0 PROP. n � GRADE. �I + O / ` �I I N 4' COVER r. X wiv0 m I mm C! m FIFO O O VC =50 PVk STA. 1 +75 EL. =P 4015 w z J r Ir w 0- 0 cr FINISHED a GRADE I TGT iI f-- -uL =i V6_ ° o i)t1 ° � 00 0 ° ° � ni -2 '7 -26 -88 ADDED; NOTES II11 VC =50 PVk STA. 1 +75 EL. =P 4015 w z J r Ir w 0- 0 cr FINISHED a GRADE I TGT iI NOTES AS -BUILT IMPROVEMENTS ADDED MAY 15,1990 f-- O REVISIONS: O NO DATE O I 6 -13 -88 ni -2 '7 -26 -88 ADDED; NOTES Un + 3 5 -15 -90 AS -BUILT ELEV.'S + N ko REFERENCES NEW CURB STOP AND BOX a m� --._._ Q \ CONNECT CURB STOP TO a EXIST. SERVICE PIPE. % SEE NOTE n NOTES AS -BUILT IMPROVEMENTS ADDED MAY 15,1990 ° +50 x f-- O to M O N „ O N ni 1 Un + V + N ko 4 O a m� --._._ Q o a h. % N n N //, / vim_ N U-1 Nc\j l NN tV > u / w QlN i / n w >� a w �1J� CENTERLINE GRADE SCALE HORIZ. I"=20' — — w,w LEFT SIDELINE GRADE VERT. 1” = 2` EXISTING RIGHT SIDELINE GRADE v Asa VC =IS � m PVI STA CB-1 +� 1 +42.5 / / - — — N EL= 230.58 EX /ST GRADE — / _ - �� - a -� 1 _ 0 PROP. � GRADE. �I + O / ` �I I N 4' COVER r. X wiv0 (MIN.) ;cv ° +50 x f-- C to M t N „ O N ni 1 v > aw J I FIELD: MM � tr) N O % N qqT no0 NN N Nc\j l NN tV NN Mn%! M 1+00 Men i / LEGEND N N N N CENTERLINE GRADE SCALE HORIZ. I"=20' — — 'EXISTING LEFT SIDELINE GRADE VERT. 1” = 2` EXISTING RIGHT SIDELINE GRADE v Asa (CB-2 CB-1 ° +50 x f-- C to M kcy 1 O N ni 1 M N N I FIELD: MM � tr) N O % N qqT no0 NN N Nc\j N NN tV NN Mn%! M 1+00 Men 2+00 PROFILE LEGEND N N N N ° +50 x 242 ROGER M COR81N NO 27008 liviagelapi K- �O DATE EASEMENTS TO BE RECORDED HEREWITH. IN ACCORDANCE WITH A COVENANT DATED 6- 13 -88AND RECORDED HEREWITH." "IN ACCORDANCE WITH A CERTIFICATE OF ACTION, DATED JUNE 20,1988 , AND RECORDED HEREWITH. g I HEREBY CERTIFY THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE 20 DAYS NEXT AFTER RECEIPT AND RECORDING OF NOTICE FROM THE PLANNING BOARD OF THE APPROVAL OF THE WITH -IN PLAN. /s' /199 A hE C e OWN dcLERK 0 Oi DEFINITIVE PLAN f-- SCALE: to M kcy 00 N 00 i9 00 ni V) 00 D.J.C. DRAWN: PA. D. FIELD: MM � MM fn V'd qqT N NN N Nc\j N NN tV NN N NCIJ 1+00 1 + 50 2+00 PROFILE LEGEND -------------EXISTING CENTERLINE GRADE SCALE HORIZ. I"=20' — — 'EXISTING LEFT SIDELINE GRADE VERT. 1” = 2` EXISTING RIGHT SIDELINE GRADE 242 ROGER M COR81N NO 27008 liviagelapi K- �O DATE EASEMENTS TO BE RECORDED HEREWITH. IN ACCORDANCE WITH A COVENANT DATED 6- 13 -88AND RECORDED HEREWITH." "IN ACCORDANCE WITH A CERTIFICATE OF ACTION, DATED JUNE 20,1988 , AND RECORDED HEREWITH. g I HEREBY CERTIFY THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE 20 DAYS NEXT AFTER RECEIPT AND RECORDING OF NOTICE FROM THE PLANNING BOARD OF THE APPROVAL OF THE WITH -IN PLAN. /s' /199 A hE C e OWN dcLERK 0 Oi DEFINITIVE PLAN PROFILE SCALE: AS SHOWN DATE MARCH 5,1%8 COMP /DESIGN CHECK: D.J.C. DRAWN: PA. D. FIELD: