Loading...
HomeMy WebLinkAboutSD-97-3NOTES 1.) "IN ACCORDANCE WITH A COVENANT DATED MAY 10.1989 AND RECORDED HEREWITH." 2.) "1N ACCORDANCE WITH ACERTIFICATE OF ACTION, DATED_ JAN, 12, 1989 AND RECORDED , HEREWITH. 11 3) IN ACCORDANCE WITH A SPECIAL PERMIT DATED FEB. 2,1989, AND RECORDED HEREWITH. It APPROVED BY LEXINGTON i :9A'1 91TE A TE I, CLERK OF THE TOWN OF LEXINGTON, MASS., HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE, DATE TOWN CLERK EXIST. I = 272.05 CONVERT EXIST DMH TO GB WITH NEW FRAME AND GRATE __� BEGIN VERTICAL GRANT CURB CONVERT CB TO DMH FOR DETAILS OF RECONSTRUCTION AT HILL STREET SEE PROPOSED CONDITIONS 12" T S. & 8 ' G.V. CONVERT EXIST STRUCTURE TO CB IF FOUND 310 300 290 • TO MATCH EXISTING WATER 270 rn X m. o D Z � N . p O Il 1= 277.00(12"IN) I =273- 32(6' IN) = 272,82 (12" OUT RCP CBI_Y 1 \ i smi MH y N 0 rrl (� 1Lu OUTLETS VARY -SEE DRAIN CALCULATIONS (2) 10 Wx6 49 • �9u SEWER a S—PROP RIP-RAP CLEAN UP CONVERT CB TO DMH BEGIN VERTICAL GRANITE CURB O O ZZZO rnL0 0000 0001`r N ONN (y) to NNN - i-: P-: 6 11 II 11 M NNNNN U u " It It It Z �- --- ca � V m X = W U UU M to g O+ O O zo EXIST. CL 00 O? O d N N N If u w__ x f 7 °t° 3(00 1 C 6 S UNIT 2 UNIT I Ego �G 16= 12 "RCP R =5' S =0.04 ` /p' UNIT 3 R =308.0 ! = 300.88 N � N SM 8 $-1) R =30l. 6 294.90 6 B"PVC END OF SEWER VGC SMH END 7 GC m° J N N N END ST 7i a H D. GV. UNIT 5 CBB� C LI /8 BEND VG i;'�32 24 -12 °RCP `I/8 BEND S =0.027 EM PLAII SCALE. I"=40' ??o �po0) P_ N O)OO to 07 00 OD 00 N NNN It unit x___ 1 2 1051 VC 15 R =3000 I = 293.30 8"PVC -EDGE lI %2' C( UNIT 6 UNIT 7 i i I It i th— I S 1 U) + �v — S,oaS I — w �oti K= 15 -no' a) �/ / (d OD + 0 / tc 0)00 to NN N N t/7 ,/ + If it N dY- EXIST LEFT ^� ��.I— EXIa,T RIGHT ao ODO N CIJ ODOi9 00 NNc p�O // c15O 0 cli of g // �cm n 000 OD N I N N�NN � LI UNN00) / M 11 � I1 K) 11 It If I+la -- u~i N � PROPOSED CL CD N t9 LO a OD r U. 00'x' I °�° 1 � N NL. I �1 ±I // N, / wN x�O i i I It i th— I S 1 U) + �v — S,oaS I In] — I �U) -no' a) y o� + 0 N Flo N N t/7 44G Q 15 g u~i 0 > 00 Oi G N 00 m 4v ® _ N O O CO pp OD N OD DO OD rf) c0 O 0) n co 0) c0 DO � ti � � — 0) 0000 N N N N N N N N N N N N N N 0 +00 +19 +50 +75 1 +00 +25 +50 +75 2 +00 I- w w PROFILE J = SCALE: I "= 40' HOR. I" = 4' VERT. In] mol# <Zyi UNIT 4 NOTE: SEE SHEET 4 OF II FOR NOTES AND LEGEND VGC -VERTICAL GRANITE CURB. SS -6" PVC SEWER SE_R_V_ICE =RVICE (UNLESS OTHERWISE NOTED) DETAIL N.T.S. , SHEET 3 OF II SHEETS DWG. NO. 1468.24 JOB N0. 7.2676.00 REVISED 5/11/89 REVISED 5/16/89 WATER DETAIL, SERVICE WATER DETAIL GATES , BLOWOFF REVISED 2/21/89 REVISED 12/14/88 REVISED 5/5/89 WATER SERVICE UNITS 6817 RELOCATED UTILITIES RELOCATED. MANHOLE HYDRANT RELOCATED ADJUSTED s BLOW OFF REVISED 11 /17/88 REMOVED, BOX CULVERT REPLACE SLOPED GRANITE CURB WITH VERTICAL GRANITE CURSING (MIDDLESEX i SHOWN PREPARED FOR: COLWELL/ BROWN SCALE: AS OCTOBER7,11988 THE BSC GROUP-BEDFORD INQ LAND NORTH 't'• BEDFORD, MASS. SUBD — w �U) a) 0) O 0 N Flo N N t/7 mol# <Zyi UNIT 4 NOTE: SEE SHEET 4 OF II FOR NOTES AND LEGEND VGC -VERTICAL GRANITE CURB. SS -6" PVC SEWER SE_R_V_ICE =RVICE (UNLESS OTHERWISE NOTED) DETAIL N.T.S. , SHEET 3 OF II SHEETS DWG. NO. 1468.24 JOB N0. 7.2676.00 REVISED 5/11/89 REVISED 5/16/89 WATER DETAIL, SERVICE WATER DETAIL GATES , BLOWOFF REVISED 2/21/89 REVISED 12/14/88 REVISED 5/5/89 WATER SERVICE UNITS 6817 RELOCATED UTILITIES RELOCATED. MANHOLE HYDRANT RELOCATED ADJUSTED s BLOW OFF REVISED 11 /17/88 REMOVED, BOX CULVERT REPLACE SLOPED GRANITE CURB WITH VERTICAL GRANITE CURSING (MIDDLESEX i SHOWN PREPARED FOR: COLWELL/ BROWN SCALE: AS OCTOBER7,11988 THE BSC GROUP-BEDFORD INQ LAND NORTH 't'• BEDFORD, MASS. SUBD