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Home My WebLink AboutSD-319An BENCHMARK. FRONT ' HYDRANT CAP BOLT ELEVA77ON = 22059' 64-.. WOOD FRAME BARN i 2 112 STORY WOOD FRAME DWELLING 1 112 STORY WOOD FRAME BUILDING EXIST DMH RIM = 215.82 1NV. )N)= 211.82 INV.(OUT)= 211.77 LOUIS 7ROPEANO & ALBA IROPEANO, TRUSTEES OF L. AND A. T. REALTY TRUST rEX1S77NG 30'WlDE \ FI E AND DRAIN D 1 6111 EASEMENT EXIST SMH 23.23` ` `' RIM= 215.56 HX&+ = g INV IN= 202.56 ' !NV OUT=202.61 ' EXISTING 15' WIDE 12'x50' HIGH <u BITUMINOUS CONCRETE L..r TEMPORARY CONS7RU5770N CAPACITY �( a SIDEWALK EASEMENT INFILTRATORS s GRA CRB(TP.) T 2000 AL A i L OR LAM SEP77C ff^ `` \Q BITUMINOUS , TANK I t \S FLUSH ONCRETE BERM (PRIVATE - 50 WIDE) 383.98' ))) o° - 207.66' 04- '1 , i 0.1' A. G. 158.98' DMH '$° 91.00' �'G A.G. A 735.16` _ 342.55' 72'RCP _ _ - DA1 ,_ - !�- — f 1� I' x 1 L 3 0450 BITUMINOUS R - - - C H'G' DMH 2'A CB'A' CONCRETE 1+00 50 8' PUC OMH "A' 3 SIDEWALK Q�U�i- S S- 2400 -S S -2+50 S -11 3tOQ - P S -34-59 S S 4+w {y 5 SMH "A' BI MtNOU CONCRETE BERM ( 'L" +BRtCK WALKq ° r SXIH�' -W T -.� - -W W 0 3 GRANITE CURB(TYP.) 113 1r= 39.06' SO O.1 5 8 3 T 135.00' - 6.98' 3„ T 0.05' B.G BITUMINOUS 2 "CONDUIT 10 00' ROD SET 3" APPROXIMA1E 3 r L= 2355''- �F CONCRETE BERM 5%8 "ROD SET 0.2' A.G T /� 0.5' n \� BI TUMINOUS CON CRE 0.2' A.G. L GAS MAIN F LOT 3 B.G. SIDEWALK DRAIN LEACHING PIT EASEMENT RIM= 219:62 LOT s7 5 18 "IR LOT SET 0.2' G. EXIST. DWELLING /As T1 EXIST. DWELUNG 1 DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE INFORMATION, AND BELIEF, THAT THIS PLAN CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTRY OF DEEDS. -20 -92 FOR MERIDIAN ENGINEERING DATE COLLABORATIVE, INC. FOR REGISTRY OF DEEDS USE ONLY LOT I EXIST EXIST. 12" WATER MAIN 0' HIGH 1 I rt ! NIQi r 2000 GAL N� . LOCATION TANK W/B ai ATER MAIN N' °1 c Os EXIS77NG SEWER SERVICE g c Qi ti c N N � + o EASEMENT (DEED �NN�` ° BOOK 11496, PAGE o N ^ Q N n N 84) Z g 0 DECIDUOUS TREE o IRON ROD O N NO O_ o DRILL HOLE Q II NN it ELECTRIC BOX wnti �_ 0 CABLE BOX oNco N A. G. ABOVE GRADE 2 Lo 022 BITUMINOUS GRANITE CURB � QNhN L6 AND ARE BASED UPON !A PARTIAL FIELD SURVEY AND COMPILA'77ON OF ti �O PLANS OF RECORD. MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTIL177ES SHOWN OR NOT SHOWN. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE W II ti m ? 2. FOR MONUMENT DESCRIPTION AND RIGHT OF WAY INFORMATION SEE STREET ACCEPTANCE tiw?o PLAN. 3, ALL SEWER SERVICE LINES ARE 6" P.V.C. UNLESS OTHERWISE NOTED, 4: ELEVATIONS REFER TO THE TOWN OF LEXINGTON SEWER DATUM. wa?? f EXIST. 12" WATER MAIN -0 +23 0 +00 0 +34.5 O +JO N +° oQo o� oN Q (I N If 1-- V) < �O m g» 0 FEET 40 N METERS D 0' HIGH 1 � rt ! NIQi RIM= 217.14 2000 GAL N� . LOCATION TANK W/B ai ATER MAIN N' t\ c Os EXIS77NG SEWER SERVICE g -0 +23 0 +00 0 +34.5 O +JO N +° oQo o� oN Q (I N If 1-- V) < �O m g» 0 FEET 40 N METERS D 14-00 PLAN GRAPHIC SCALE SCALE.`l " =40' 0' HIGH 1 � rt ! NIQi RIM= 217.14 2000 GAL N� . LOCATION 14-00 PLAN GRAPHIC SCALE SCALE.`l " =40' � N O ti it N II Lu II ti Q W ? O mo PAVEMDVT LOCATION OF 8» 8 P vC 3OLT ON HYDRANT WITH THE LETTER "R" INSCRI6 mw N M QOOJ 03M �h N Q NO3 M N q C ll II v� II N. It tq Il N mLt !IVAl 5 =.010 N h h O tri of Oi N N N N 2+90 PROFILE: 3 +Do SCALE. I " = 40'uHOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. Lo Lo tiNN � II II U"�q0 tai qaz c- ^7NUNj �_ hQ.Nr N' to ll N II II ti °wzo a!Y?? �Fo �Fo9s�o ti 10 0�' 8S 968 NOW OR FORMERLY BOSTON & MAINE CORPORA77ON r PROPOSED 12' WIDE PEDESTRIAN EASEMENT EXIS77NO 30' WIDE SEWER AND DRAIN EASEMENT (DEED BOOK 11563, PAGE -0 138) EXIST SMH RIM= 218.36 INV (DROP)= 206.79 �p WVON)= 203.56 WV(OUT)=203.41 DWELLING MEN O n q O N N It ('4 �NoiQ II N II TIN > Ilti W J II ti W ? O p� W?Oq g�» U) Qr 8" PVC S= 0:107 72' 0' HIGH 1 � rt ! � N O ti it N II Lu II ti Q W ? O mo PAVEMDVT LOCATION OF 8» 8 P vC 3OLT ON HYDRANT WITH THE LETTER "R" INSCRI6 mw N M QOOJ 03M �h N Q NO3 M N q C ll II v� II N. It tq Il N mLt !IVAl 5 =.010 N h h O tri of Oi N N N N 2+90 PROFILE: 3 +Do SCALE. I " = 40'uHOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. Lo Lo tiNN � II II U"�q0 tai qaz c- ^7NUNj �_ hQ.Nr N' to ll N II II ti °wzo a!Y?? �Fo �Fo9s�o ti 10 0�' 8S 968 NOW OR FORMERLY BOSTON & MAINE CORPORA77ON r PROPOSED 12' WIDE PEDESTRIAN EASEMENT EXIS77NO 30' WIDE SEWER AND DRAIN EASEMENT (DEED BOOK 11563, PAGE -0 138) EXIST SMH RIM= 218.36 INV (DROP)= 206.79 �p WVON)= 203.56 WV(OUT)=203.41 DWELLING MEN O n q O N N It ('4 �NoiQ II N II TIN > Ilti W J II ti W ? O p� W?Oq g�» U) Qr 8" PVC S= 0:107 72' 0' HIGH HOLE UNLESS 077-IERWiSE N07ED CA AC1 TY INFI IRA TORS RIM= 217.14 2000 GAL ----------- - �jij SEP77C APPRO . LOCATION TANK W/B FFLE OF 6" ATER MAIN In t\ c Os EXIS77NG SEWER SERVICE g c Qi ti c N N � FIRE HYDRANT S =O 14 8" PVC. S -.008 SEWER t MAIN DAYVM ELEV 200.00 HOLE UNLESS 077-IERWiSE N07ED o �J 5 EXIST. DMH ® EXIS77NG SEWER MANHOLE RIM= 217.14 u Q 1213.04 O q o= In INV.(OUT) �.VjcS Os EXIS77NG SEWER SERVICE g i EXIS17NG 20' WIDE e (14 L4) � SEWER AND DRAIN s s EXIS77NG SANITARY SEWER + o EASEMENT (DEED �NN�` ° BOOK 11496, PAGE o N ^ Q N n N 84) Z g 0 DECIDUOUS TREE o IRON ROD O N NO II N II o DRILL HOLE Q II NN it ELECTRIC BOX wnti J Z zw_o 0 CABLE BOX t`i A. G. ABOVE GRADE 2 g» 022 BITUMINOUS GRANITE CURB � �zz FIRE HYDRANT S =O 14 8" PVC. S -.008 SEWER t MAIN DAYVM ELEV 200.00 0 +00 1 +00 DRAIN /SEWER EASEMENT PROFILE: SCALE. 1" _ 40' HOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. REVISIONS KJA LOCUS MAP NOT TO SCALE 6 "x6"x4' CONCRETE BOUND SET W177-1 DRILL HOLE UNLESS 077-IERWiSE N07ED o EXIS77NG DRAIN MANHOLE ® EXIS77NG SEWER MANHOLE �g u Q m � O O q o= In (aS , �.VjcS Os EXIS77NG SEWER SERVICE g h�oN e (14 L4) � N Q3 s s EXIS77NG SANITARY SEWER O II 00 II �NN�` C) j.NN W II (I q W?Zp ti X220 w„O Z g 0 DECIDUOUS TREE o IRON ROD -Z cr o DRILL HOLE SIGN 0 +00 1 +00 DRAIN /SEWER EASEMENT PROFILE: SCALE. 1" _ 40' HOR. 2 0 2 4 8 VERT. 20 0 20 40 80 HOR. REVISIONS KJA LOCUS MAP NOT TO SCALE 6 "x6"x4' CONCRETE BOUND SET W177-1 DRILL HOLE UNLESS 077-IERWiSE N07ED EXIS77NG DRAIN MANHOLE ® EXIS77NG SEWER MANHOLE D EXIS77NG CATCH BASIN 4 EXIS77NG U77LITY POLE O EXIS77NG FIRE HYDRANT D4 EXIS77NG WATER GATE co EXIS77NG WATER SERVICE Os EXIS77NG SEWER SERVICE D EXIS77NG GAS SERVICE G,GO EXIS77NG GAS GATE —D —D— EXIS77NG STORM DRAIN s s EXIS77NG SANITARY SEWER —w—vv— EXIS77NG WATER MAIN —G —G— EXIS77NG GAS MAIN T /EIC- TIEIC- EXIS77NG UNDERGROUND ELECTRIC oxw oHw- EXISTING OVERHEAD WIRES ' CONIFEROUS 7REE 0 DECIDUOUS TREE o IRON ROD o IRON PIPE o DRILL HOLE SIGN ELECTRIC BOX EE3 TELEPHONE BOX 0 CABLE BOX B. G. BELOW GRADE A. G. ABOVE GRADE SLOPED GRANDE CURB BITUMINOUS GRANITE CURB 1. THE LOCATION OF ALL UNDERGROUND UTIL177ES SHOWN ARE APPROXIMATE AND ARE BASED UPON !A PARTIAL FIELD SURVEY AND COMPILA'77ON OF PLANS OF RECORD. MERIDIAN ENGINEERING COLLABORATIVE, INC. DOES NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTIL177ES SHOWN OR NOT SHOWN. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE AT 1 -800- 322 -4844. !' 2. FOR MONUMENT DESCRIPTION AND RIGHT OF WAY INFORMATION SEE STREET ACCEPTANCE PLAN. 3, ALL SEWER SERVICE LINES ARE 6" P.V.C. UNLESS OTHERWISE NOTED, 4: ELEVATIONS REFER TO THE TOWN OF LEXINGTON SEWER DATUM. RECORD CONDITIONS TAYLOR L"E Rich ar Jr Wai 'cyan fl, Jr i[E) • GT®Nj MASSACHUSETTS dd No.34716 civil (MIDDLESEX COUN77) Ay09F01STE9ti�,$@ *n*AE EN6 PREPARED FOR WINNETU•CKET REALTY TRUST "= SCALE. • 1 40' DATE: NOV. 19, 1992 .MERIDIAN ENGINEERING COLLABORATIVE, INC. 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 TEL. (508) 535 -7328 DWG. NO. 2114EXPR SHEET No. 1 OF 1 PROJECT No. 2114 NO. DATE DESCRIPTION BY SUBDIVISION