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Home My WebLink AboutSD-85-9-1rc®K3 TA�'Ptr.tce - SGEEVE ti f.IATE VALVE 170.00 i6o0 -oc SMN 1 >r. q� P I /10, wexm `C,CLAtJ)Tc- C.Uk.61wq TO mil= ego FLAGGED 4T RX:xjKlpthtclS POP A.LG IiJTF=esc -� - 30' LOT 12 �-P.T. 3+66. 1 1 4 J � TEGEPH40"e- t EtC-cT2.(C. Gar (nU(TS uNOE- P- 4ZOUJ4 GRAS W N Nom. T41= J�� '�. --•. L =45'' ( HYDRANT • T4E — LOT I LOT 4 P, C. 2 + 8 G. 89 r �m O c N m cfl Nz z o In a• O REQUIRED TO MAINTAIN 10 MIN. SEPE' '� O r � J JD! + N N lZ, 3 +50 �+o0 Q � � 0 N - „ns g Pi w ++ I" = 401 s 0 o 111= 41 4 Bv S�wr j GRADE, -. =ototo TI z d N 26 li � I a d°. a !k F_ » a N Id1 1Yj O x y v z U J w I - to Q. i >r. q� P I /10, wexm `C,CLAtJ)Tc- C.Uk.61wq TO mil= ego FLAGGED 4T RX:xjKlpthtclS POP A.LG IiJTF=esc -� - 30' LOT 12 �-P.T. 3+66. 1 1 4 J � TEGEPH40"e- t EtC-cT2.(C. Gar (nU(TS uNOE- P- 4ZOUJ4 GRAS W N Nom. T41= J�� '�. --•. L =45'' ( HYDRANT • T4E — LOT I LOT 4 P, C. 2 + 8 G. 89 .5 LOT 13 38.12 J /g¢ P.SIT {C5E2m II GRANITE CURBING To 6E PLACED AT F-OUtiiDING CQ =25;� F- U1 W S LOT 14 J `� v N � m V P.7 5 * 72.52 —Pr 5 +13.29 P.C: 6 *18.54 1 /glO F,r.S_r38. jj QS� `o ST / r Dill O lam' s�o ,. IB�u HYDRANT F.T. 6x10.01 A OF � F `, \ \�� PAVEMENT t O a a TEE TAE SHOE ENCASE SEW,�R SERVICE IN LOT 5 SE CONCRETE 6 ALL AROUND TO \- GtZ&MITC CUrZZINC, TO BE 10 EACH SIDE OF WATER MAIN ctATc VALVE Cr7PI PLLC@D AT RouNPIN. L =2� r F - pt N USE BENDS AND DEFLECT Nz z o In a• O REQUIRED TO MAINTAIN 10 MIN. SEPE' '� O Lr, V J h + n lZ, 3 +50 �+o0 4 +5D 5 +ro pip N - „ns g Pi — + I" = 401 Q VERTICAL: 111= 41 Bv S�wr j GRADE, -. =ototo — EXISTING LEFT SIDELINE - - - 26 N UI N d°. a N Q N N Id1 1Yj O SE —iv � e o z ffi ro – to Q. i i 0400 0 +50 14-00 I +5o 2 +vo 2t50 } PRUPOSED GE- WTERLIM V) w C; cc m a Q N z S 4 +I0 4+30 r M '� ri 6 +2 - 6 +4 � Jai 1 M ml O LINE IN to ul 4 CONCRETE 6 ALL AROUND \ U n I .5 LOT 13 38.12 J /g¢ P.SIT {C5E2m II GRANITE CURBING To 6E PLACED AT F-OUtiiDING CQ =25;� F- U1 W S LOT 14 J `� v N � m V P.7 5 * 72.52 —Pr 5 +13.29 P.C: 6 *18.54 1 /glO F,r.S_r38. jj QS� `o ST / r Dill O lam' s�o ,. IB�u HYDRANT F.T. 6x10.01 A OF � F `, \ \�� PAVEMENT t O a a TEE TAE SHOE ENCASE SEW,�R SERVICE IN LOT 5 SE CONCRETE 6 ALL AROUND TO \- GtZ&MITC CUrZZINC, TO BE 10 EACH SIDE OF WATER MAIN ctATc VALVE Cr7PI PLLC@D AT RouNPIN. L =2� IIJII 0- 1 I WATER. A4AIN 1� M N N cI w H i-il r{ Q USE BENDS AND DEFLECT JOINTS AS Q a• O REQUIRED TO MAINTAIN 10 MIN. SEPE' '� O FROM SEWER. lZ, 3 +50 �+o0 4 +5D 5 � OF PAVEMENT OFFSET — t- — PROFILE - „ns g Pi x I" = 401 VERTICAL: 111= 41 Bv S�wr j GRADE, -. =ototo — EXISTING LEFT SIDELINE - - - 26 N UI d°. a N Q N O N Id1 1Yj O SE —iv � e o ffi ro – to Q. i i 0400 0 +50 14-00 I +5o 2 +vo 2t50 } a N V) w C; cc m a Q N z S 4 +I0 4+30 r M '� ri 6 +2 - 6 +4 � Jai 1 M ml O LINE IN to ul 4 CONCRETE 6 ALL AROUND \ U n I IIJII 0- 1 I WATER. A4AIN 1� M N N cI w H i-il r{ Q n H � Q a• O � � '� O ✓1 a lZ, 3 +50 �+o0 4 +5D 5 � OF PAVEMENT OFFSET — t- — PROFILE - „ns g Pi x I" = 401 VERTICAL: 111= 41 Bv S�wr j GRADE, -. =ototo — EXISTING LEFT SIDELINE - - - 26 RIGHT SIDELINE d°. a N Q N O N Id1 1Yj O SE —iv � e o ffi ro M) in to 0400 0 +50 14-00 I +5o 2 +vo 2t50 NOTE I. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPERS DRAWINGS AS REVIEWED BY THE ENGINEERING DEPARTMENT AND APPROVED BY THE PLANNING BOARD, AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, THE--,TOWNS STANDARD DETAIL SHEETS -r SHALL PREVAIL EXCEPT WHEN SPECIFICALLY' WAIVED BY THE TOWN. 2. ALL DRAIN LINES ARE 12° MIN. RCP. 3. GRANITE CURBING TO BE PLACED AT ALL ROUNDINGS AND INLETS TO CATCH BASINS. LEGEND D DRAIN LINE S SEWER LINE W WATER LINE —T E— TELEPHONE j ELECTRIC LINE 1 0— — EXISTING CONTOUR 179P — PROPOSED CONTOUR DMH DRAIN MANHOLE O SMH SEWER MANHOLE CB CATCH BASIN WATER GATE HYDRANT ®-- WATER SERVICE WITH CURB STOP NOTE: STREET LIGHT 4. ALL UNSUITABLE MATERIALS (PEAT, MUCK, ETC.) ENCOUNTFRED DURING CONSTRUCTION WITHIN THE PROPOSED RIGHTS -OF -WAY, UTILITY TRENCHES SHALL BE EXCAVATED TO FIRM BEARING SOIL, BENCHMARK: FRONT BOLT OF HYDRANT AT THE SOUTHERLY END OF SANDERSON ROAD. ELEV. = 179.31. NOTES: I. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPERS DRAWINGS AS REVIEWED BY THE ENGINEERING DEPARTMENT AND APPROVED BY THE PLANNING BOARD, AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, THE TOWNS STANDARD DETAIL SHEETS SHALL PREVAIL EXCEPT WHEN SPECIFICALLY WAIVED BY THE TOWN., 0 2 17 ��cc �avi5.toxS�U RI vIS IONS PH (oJIO CpEh/ERL)L FC- 0510NS D.8.M NICHOLAS ANTHONY BANHEY TOWN of LEXINGTON PLANNING BOARD: APPROVED UNDER THE SUBDIVISION CONTROL LAW THIS DAY OF r A.D. 1988 SUBJECT TO A COVENANT DATED SUBJECT TO CERTIFICATE OF ACTION DATED JUNE 20, 19.88 AND. ,A SPECIAL PERMIT DATED JUNE 20, 1988. ALL THREE OF THESE DOCUMENTS ARE RECORDED HEREWITH. Q 0 � Q a• O � � '� O lZ, 3 +50 �+o0 4 +5D 5 � OF PAVEMENT OFFSET — t- — PROFILE - „ns g Pi HORIZONTAL: I" = 401 VERTICAL: 111= 41 Bv S�wr j GRADE, -. =ototo — EXISTING LEFT SIDELINE - - - 26 RIGHT SIDELINE PROPOSED CL GRADE vc SE —iv � e o SERVICE CONNECTION) (TYPICAL ) ' u°, I O C; cc m a to r V 4 +I0 4+30 r M '� ri 6 +2 - 6 +4 � Jai 1 M O ENCASE SEWER LINE IN ul CONCRETE 6 ALL AROUND \ �N NOTE I. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPERS DRAWINGS AS REVIEWED BY THE ENGINEERING DEPARTMENT AND APPROVED BY THE PLANNING BOARD, AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, THE--,TOWNS STANDARD DETAIL SHEETS -r SHALL PREVAIL EXCEPT WHEN SPECIFICALLY' WAIVED BY THE TOWN. 2. ALL DRAIN LINES ARE 12° MIN. RCP. 3. GRANITE CURBING TO BE PLACED AT ALL ROUNDINGS AND INLETS TO CATCH BASINS. LEGEND D DRAIN LINE S SEWER LINE W WATER LINE —T E— TELEPHONE j ELECTRIC LINE 1 0— — EXISTING CONTOUR 179P — PROPOSED CONTOUR DMH DRAIN MANHOLE O SMH SEWER MANHOLE CB CATCH BASIN WATER GATE HYDRANT ®-- WATER SERVICE WITH CURB STOP NOTE: STREET LIGHT 4. ALL UNSUITABLE MATERIALS (PEAT, MUCK, ETC.) ENCOUNTFRED DURING CONSTRUCTION WITHIN THE PROPOSED RIGHTS -OF -WAY, UTILITY TRENCHES SHALL BE EXCAVATED TO FIRM BEARING SOIL, BENCHMARK: FRONT BOLT OF HYDRANT AT THE SOUTHERLY END OF SANDERSON ROAD. ELEV. = 179.31. NOTES: I. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPERS DRAWINGS AS REVIEWED BY THE ENGINEERING DEPARTMENT AND APPROVED BY THE PLANNING BOARD, AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, THE TOWNS STANDARD DETAIL SHEETS SHALL PREVAIL EXCEPT WHEN SPECIFICALLY WAIVED BY THE TOWN., 0 2 17 ��cc �avi5.toxS�U RI vIS IONS PH (oJIO CpEh/ERL)L FC- 0510NS D.8.M NICHOLAS ANTHONY BANHEY TOWN of LEXINGTON PLANNING BOARD: APPROVED UNDER THE SUBDIVISION CONTROL LAW THIS DAY OF r A.D. 1988 SUBJECT TO A COVENANT DATED SUBJECT TO CERTIFICATE OF ACTION DATED JUNE 20, 19.88 AND. ,A SPECIAL PERMIT DATED JUNE 20, 1988. ALL THREE OF THESE DOCUMENTS ARE RECORDED HEREWITH. Q 0 � Q a• O � � '� O 3 +00 3 +50 �+o0 4 +5D 5 � OF PAVEMENT OFFSET ROAD °` I' PROFILE CE, LAYOUT IN THIS HORIZONTAL: I" = 401 VERTICAL: 111= 41 NOTE I. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPERS DRAWINGS AS REVIEWED BY THE ENGINEERING DEPARTMENT AND APPROVED BY THE PLANNING BOARD, AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, THE--,TOWNS STANDARD DETAIL SHEETS -r SHALL PREVAIL EXCEPT WHEN SPECIFICALLY' WAIVED BY THE TOWN. 2. ALL DRAIN LINES ARE 12° MIN. RCP. 3. GRANITE CURBING TO BE PLACED AT ALL ROUNDINGS AND INLETS TO CATCH BASINS. LEGEND D DRAIN LINE S SEWER LINE W WATER LINE —T E— TELEPHONE j ELECTRIC LINE 1 0— — EXISTING CONTOUR 179P — PROPOSED CONTOUR DMH DRAIN MANHOLE O SMH SEWER MANHOLE CB CATCH BASIN WATER GATE HYDRANT ®-- WATER SERVICE WITH CURB STOP NOTE: STREET LIGHT 4. ALL UNSUITABLE MATERIALS (PEAT, MUCK, ETC.) ENCOUNTFRED DURING CONSTRUCTION WITHIN THE PROPOSED RIGHTS -OF -WAY, UTILITY TRENCHES SHALL BE EXCAVATED TO FIRM BEARING SOIL, BENCHMARK: FRONT BOLT OF HYDRANT AT THE SOUTHERLY END OF SANDERSON ROAD. ELEV. = 179.31. NOTES: I. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPERS DRAWINGS AS REVIEWED BY THE ENGINEERING DEPARTMENT AND APPROVED BY THE PLANNING BOARD, AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, THE TOWNS STANDARD DETAIL SHEETS SHALL PREVAIL EXCEPT WHEN SPECIFICALLY WAIVED BY THE TOWN., 0 2 17 ��cc �avi5.toxS�U RI vIS IONS PH (oJIO CpEh/ERL)L FC- 0510NS D.8.M NICHOLAS ANTHONY BANHEY TOWN of LEXINGTON PLANNING BOARD: APPROVED UNDER THE SUBDIVISION CONTROL LAW THIS DAY OF r A.D. 1988 SUBJECT TO A COVENANT DATED SUBJECT TO CERTIFICATE OF ACTION DATED JUNE 20, 19.88 AND. ,A SPECIAL PERMIT DATED JUNE 20, 1988. ALL THREE OF THESE DOCUMENTS ARE RECORDED HEREWITH. Q O N O Ir N 0 m m 5 +50 6400 G-f50 � OF PAVEMENT OFFSET FROM CE, LAYOUT IN THIS AREA FROM STA.5 +10 TO STA.6t00 LEGEND EXISTING j GRADE, — EXISTING LEFT SIDELINE - - - -- --- EXISTING RIGHT SIDELINE PROPOSED CL GRADE NOTE I. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPERS DRAWINGS AS REVIEWED BY THE ENGINEERING DEPARTMENT AND APPROVED BY THE PLANNING BOARD, AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, THE--,TOWNS STANDARD DETAIL SHEETS -r SHALL PREVAIL EXCEPT WHEN SPECIFICALLY' WAIVED BY THE TOWN. 2. ALL DRAIN LINES ARE 12° MIN. RCP. 3. GRANITE CURBING TO BE PLACED AT ALL ROUNDINGS AND INLETS TO CATCH BASINS. LEGEND D DRAIN LINE S SEWER LINE W WATER LINE —T E— TELEPHONE j ELECTRIC LINE 1 0— — EXISTING CONTOUR 179P — PROPOSED CONTOUR DMH DRAIN MANHOLE O SMH SEWER MANHOLE CB CATCH BASIN WATER GATE HYDRANT ®-- WATER SERVICE WITH CURB STOP NOTE: STREET LIGHT 4. ALL UNSUITABLE MATERIALS (PEAT, MUCK, ETC.) ENCOUNTFRED DURING CONSTRUCTION WITHIN THE PROPOSED RIGHTS -OF -WAY, UTILITY TRENCHES SHALL BE EXCAVATED TO FIRM BEARING SOIL, BENCHMARK: FRONT BOLT OF HYDRANT AT THE SOUTHERLY END OF SANDERSON ROAD. ELEV. = 179.31. NOTES: I. IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY BETWEEN THE DEVELOPERS DRAWINGS AS REVIEWED BY THE ENGINEERING DEPARTMENT AND APPROVED BY THE PLANNING BOARD, AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, THE TOWNS STANDARD DETAIL SHEETS SHALL PREVAIL EXCEPT WHEN SPECIFICALLY WAIVED BY THE TOWN., 0 2 17 ��cc �avi5.toxS�U RI vIS IONS PH (oJIO CpEh/ERL)L FC- 0510NS D.8.M NICHOLAS ANTHONY BANHEY TOWN of LEXINGTON PLANNING BOARD: APPROVED UNDER THE SUBDIVISION CONTROL LAW THIS DAY OF r A.D. 1988 SUBJECT TO A COVENANT DATED SUBJECT TO CERTIFICATE OF ACTION DATED JUNE 20, 19.88 AND. ,A SPECIAL PERMIT DATED JUNE 20, 1988. ALL THREE OF THESE DOCUMENTS ARE RECORDED HEREWITH.