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-- N REVISIONS; . <br />NO. DATE <br />r ¢/z2/8� Gfia�9e PPe mqf% �,` � /nee <br />BASEMENT <br />WALL /f ? 5/4/83 Coacrefe encQSe 5eurer of <br />''` a ! Wnter 5eruice Coo ,iny <br />w � j � � �.�_ � t RS"LISG NbUSG GonneCfron <br />CUT EXIST 4" <br />C.I. SEWER. i a <br />3t c <br />�� `! <br />PLUG EXIST. 4" mi l ` y 1 - j_. S _ <br />t ; !j <br />EXIST. 4 C.I. SEWER <br />' �,„` <br />C.I. SEWER k— t a; 1 <br />(NV, =248.5 t / <br />CLEAN - OUT - - - - -s # �Q. <br />PROP 4 C.I. �� t <br />SEWER FITTINGS aF e s <br />BASEMENT FLOOR <br />ELEV= 245.80 <br />1 <br />x <br />SMH <br />STA. 3 +54 <br />!' Rim = 249.40 <br />4- <br />PROP 4 "C.I. SEWER P�ItOP.� /� "`°�° t 6" THICK <br />8 SEWER I ", i inu (in) = 244.46 EN GASEM r <br />8 Inv (out} = 24.46 O 'SH � <br />NC. . <br />r f L <br />T as <br />— HER, S,D S ONE <br />IANN. 7 <br />EIT E -0 -, <br />–. WALL _ � _ 1 l�� K tEeez°' <br />It HOUSE CONNECTION 'DETAI <br />CIVIL <br />No 29907 <br />k <br />r�r"'`�s <br />SMH CONSTROJCT SEWER UNDER EXISTING ALL; - - <br />SsloNgt <br />z U 1 <br />STA. 2+42 RECOR `TRUCT WALL AS REQUIRED THICK MIN ONCRET " I C E ? 1 <br />i <br />! - Rim= 250.00 f _� ENCASEMENT <br />t <br />PROP. <br />x1 a, � Inv. = 243.73 1O' EITHER SIDE OF CL <br />r fi ❑ -a = `�, - , S STO , MASS. WORCESTER, S <br />4 SEWER SMH <br />WATER SER IC <br />y °' t - -� '� -_ a STA. i7 E %� F HALIFAX, MASS. . NORWELL, MA <br />- _ <br />.� — <br />„ Rim ?46.20 SMH _ i�V2 WA 7-,- 1 y BEDFORD, MASS. LEXINGTON, MASS. <br />EXISTING SEPTIC TANK �, r� ,�_ Inv. 243.57 P GRADE TYP.) STA. I +01 - € ; r� M ;u HYANNIS, MASS. MANSFIELD, Mass. <br />° J" _PUMP OUT 8 FILL WITH`GRAVEL - .> PROPOSED SPOT ( <br />.. Rim Inv.= <br />5�' <br />= 249.00 " WAT -- CR T z rs r s m, o R R <br />, z <br />LIMIT OF FILL <br />J `, "^-_... ?a:+ ..,` �' i� ? 1 _ -,fit �' ?.. �.. 3" • �Ltw: f.'f. ___ ._ w —... _..__....____ _ . �/ r s.J` (�h ,_ - T. <br />f <br />f a <br />r <br />i`Fm2 <br />T <br />t "'- --.• ,.? 2', t'.. t-s` la . ai 1 � c �€ � � 24 <br />y , <br />- r z <br />3 s- <br />F <br />H. <br />{ <br />V , <br />� <br />PROP ER <br />�` _ <br />L 8 T � Lf � u.f C <br />ED F- =..- 2� ..J's. a %i t_. € l� L S - ._ Ef _ <br />vcs .,•�_. ; a > ^.. -r!.¢.f a r' I -�G1 !...o° _paa-`.�. €s r�_r... , <br />AREA <br />"SEW <br />=vu <br />r Yp <br />i< <br />e. <br />tz, <br />BENCH MARK SAWCUT EXISTING PAVEMENT, CONNECT PROPOSED <br />r <br />REMOVE AND REPLACE TO 8 " SEWER INTO EXISTING <br />MAT H XISTIP_ . <br />_ IvaKli'e1CyLE J "T A. t7 -f�va <br />Inv. = 242.16 ± <br />-- /lij SMH <br />REFERENCE <br />MIDDLESEX SOUTH DISTRICT REGISTRY OF DEED: I Rim = 248 <br />183 <br />DEED BK.8038 PG-417 9583 360- Rim <br />=248 <br />= 242.70 70 f i <br />PLAN <br />I SCALE: I" = 20' <br />BSC Engineering, <br />GENERAL NOTES PRIVATE PROPERTY PEPLHAM ROAD R.O.W. 64 Summer street <br />Boston, Massachusetts 02210 <br />1. THE BOUNDRY LINE, UTILITY AND TOPOGRAPHIC — APPROX.CL EXIST.. (617) 269 -$150 <br />INFORMATION WAS TAKEN FROM A PLAN PREPARED i i WATER SERVICES DIV O <br />BY MILLER a NYLANDER LEXINGTON MASS. DATED Y CONSULTANTS INC. <br />NOVEMBER 10, 1981. ELEVATIONS ARE BASED ON EXISTING DRIVEWAY BOSTON SURVEY <br />TOWN OF LEXINGTON DATUM. <br />BLDG. <br />250 ENGINEERING >a SURVEYING @ PLANNING <br />2. ALL WORK PERFORMED SHALL MEET THE 250 TITLE: <br />REQUIREMENTS OF THE TOWN OF LEXINGTON. /� EXISTING GRADE i <br />3. PROPOSED 8" SEWER PIPE IS PVC SDR 35 EXISTING GRADE / <br />C _ _ _ -- /� i EXISTIWG7 STONE AND r <br />-- c ALL 1 f� 248 <br />4• PROPOSED 4 SEWER PIPE IS CAST IRON �t \ / MORTA., RETAING W <br />24$ EXIST 4 C r. <br />5. DRIVEWAY, WALK AND LAWNS TO BE RECONSTRUCTED SEWER <br />INV.= 24$.5 /. I i ' AREA /� '`° PROPOSED SE <br />AS REQUIRED `° <br />24 6 <br />6. ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED BASEM ` I '� SERVIC ®I <br />ACCORDING TO AVAILABLE RECORD PLANS FROM THE FL.E . =245.$ I t W <br />VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES 246 U_ <br />AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS i <br />MUST BE DETERMINED IN THE FIELD PRIOR TO I <br />CONSTRUCTION,WE ASSUME NO RESPONSIBILITY FOR PROP (� CONC. I <br />UTILITIES OMITTED OR INACURAT£LY SHOWN. 4" C I (( ENCASEMENT I I 244 Z GREY NUNS <br />EXISTING CARETAKER HOUSE <br />244 SEWER PROP 8" SEWER S = 0 00 I 8 SEWER <br />z 15 PELHAM ROAD <br />PROP s" SEWER O LEXINGTON, MA. <br />S = o.ao65 j I - -- <br />SEE DETAIL _ PROP 8" SEWER S= 0:0065 <br />ABOVE <br />CONCRETE ENCASEMENT — s _ 242 <br />w <br />242 " j aJ SCALE: AS SHOWN <br />