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Home My WebLink AboutSD-110A-1�e E C. I � N \ 2 K /nom N; j H E o �+ z �F LOT 27 �' E oGE OF PVMT R«n' ZQ l A I NS c� p. 2955 2b 4 \N3 2?p0 too, p 1n 0 N +SD 0 Ln t� � O N N NOTE' ALL CATGU BA5ii1S H,&, \/E GRANITE. CURS Ti4?,oAT5TomES. LOT 26 LOT 25 �U 4 LOT 24 50' RIGHT OF WAY 30 TRAVELED WAY LOT 22 L OT 23 i 8 "S �JUI EL: 190.7 / Et�f i .t1J R S= IIUT EL' W — OT 20 E.T.P LOT 36 357ON� &C<"" LOT 19 LOT 1S r�r � AS BUIL T UPDATE CONSISTS OF THE FOLLOWING.• 1) FINISH CENTERLINE GRADES. P) FINISH GUTTERLINE GRADES ON LEFT AND RIGHT. \ \ 3) BACK EDGE OF SIDEWALK GRADES: 4) RIM ELEVATIONS OF SEWER AND GRAIN MANHOLES. LOT 2 5) THE COMPLETION OF SIDEWALK. THE AS BUZZ T UPDATE IS FROM STATION 0*00 TO 15175. NOTE., WATER LINE DEPTH AS SHOWN IS INTERPOLATED BETWEEN KNOWN POINTS AT GATES BASED ON AN ASSUMED 5 FOOT COVER. _... rr" o_i ,.._.. ._. ._- - - -- � T--E� R,nn f93:G4cr:- NJ Zx(a5 S 5ewErc a 5 �out> I - _ As ° R c. 5= o, vos u �a9.D 5 a.aos9 �s"f,e. S'D.DD7* dp g' SEWER 8=0.0075 - 5� SEWE2 S O.OD41" A3 �a $a �5 �o�tl �a��t�� 22 5 a °sE ,a C� ct> 1a J 3n v opt) 5 \�3 t1 p �yA 2�� 5 ° �3 �" 23 �,� n c4 to u? 1°1ai a�. \fig: L} jl ¢ y : i$t ;:. i m �J a s �� 5 0� m °� ° . t�� mgt vN <, a �- r ¢.�s:iSo, ¢`rt�oosl.1��q,� o ��.1�A� tt N 1� �Nq m rn i a) NHS. \4 1- 0') rn I � � ;1, \ °. � �� N �� vC ! m 0) 0 1 +{0,0 +sue 2 +00 so 3 +00 SO 4 +00 so 5 +00 +50 6 +00 50 71 S+ r an d p � 0 1n o O d n? O r} 111 ti d O ct' t9 it1 QJ �q N N O >(3 N N rn OT cD t9 ty th 1 m n m ro <t tl tt U) is) lS7 Ln t4 CD in >n d t} p. p a) O'1 41 dl 0) In 00 01 0) m 0� m N. � T P r• .(r F+ r GU.ZTER LirsE (:iRA0E5(_rY P> c �/> /'nT�i /I // G_� �� V �OH� •- `-- i 1z f" c. �_,7_A-CEK er M �D =M:H. 8 X85 I wed � RAM t95 -�G CCS.QT) ' IKIV ts8.7(e.B.Lr) 185.fClAtegar) h1 0) SD +SO Q0� 9 +0 J �. 1 10+ 0 J. CZ `o °N �a Gobi N� oN m M ON T . 01(IA5 .ST(9NZ- CIRCLE r 20 13 LOT 17� LOT 16 LEGEND FOR ABBREVIATIONS 6 SYMBOLS SMH SEWER MANHOLE DMH DRAIN MANHOLE CB CATCH BASIN TMH TELEPHONE MANHOLE EMH ELECTRIC MANHOLE HYD'T. HYDRANT 0 UTILITY POLES W. 0. WATER GATE G. G. GAS GATE W. S. O. WATER SHUT -OFF M: G. R. METAL GUARO RAIL W. S. WATER SERVICE S. S. SEWER SERVICE Ae LIGHT POLE W. C. R. WHEEL CHAIR RAMP S. G. C. SLOPED GRANITE CURB V; G. C. VERTICAL GRANITE CURB C. C. B. CAPE COD BERM B. C. S. W. BIT, CONC. SIDEWALK T. H. H. TELEPHONE HANOHOLE E. T. P, ELECTRIC TRANSFORMER PAD C. B. D. H. CONCRETE BOUND DRILL HOLE _= S == SEWER LINE SERVICE _= D == DRAINAGE LINE SERVICE - - -E --- ELECTRIC UTILITY SERVICE -- -T - - -- TELEPHONE UTILITY SERVICE -- -W - - -- WATER LINE LOCATION - - -G - -- GAS LINE LOCATION CLDI CEMENT LINED DUCTILE IRON RIM = RIM ELEVATION INV - INVERT ELEVATION S = SLOPE EGUAL5 186x53 EXISTING SPOT ELEVATION - -- 186 - -- EXISTING CONTOURS BENCH MARKS.' RIGHT OUTER CORNER BOTTOM STONE STEP AT # 135 EMERSON ROAD ELEV. = 196.91 RT' i2D-- ,. WA T FP hn n . , ---.-_'---� I-_. I f f.i —. In Q 11 +go �. kt, "; So J, 1.3+ Q F. W ii r N tt1 b O C9. L9 lit m rn +T <5) . 4± Cit" 151 O, p5. RIDGE ES TA TES Il L EX.INGTON, MASS. AS RAIL T PLAN S PROFILE F �. EAST EMERSON ROAD STATION 0t00 TO STATION 13100 SCALES: .1 " 40 ' HOP. JUL Y "27, 1988 1 " = 4' VERT. 1A'D//Tt'SEPT. 7, /989 HAYES ENGINEERING, INC. 603 SALEM STREET CIVIL ENGINEERS 6 1541<'EFIELD, MASS. 01880 LANG SURVEYORS TEL: (617) 24fi -2BO0 1G T . 01(IA5 .ST(9NZ- CIRCLE r 20 13 LOT 17� LOT 16 LEGEND FOR ABBREVIATIONS 6 SYMBOLS SMH SEWER MANHOLE DMH DRAIN MANHOLE CB CATCH BASIN TMH TELEPHONE MANHOLE EMH ELECTRIC MANHOLE HYD'T. HYDRANT 0 UTILITY POLES W. 0. WATER GATE G. G. GAS GATE W. S. O. WATER SHUT -OFF M: G. R. METAL GUARO RAIL W. S. WATER SERVICE S. S. SEWER SERVICE Ae LIGHT POLE W. C. R. WHEEL CHAIR RAMP S. G. C. SLOPED GRANITE CURB V; G. C. VERTICAL GRANITE CURB C. C. B. CAPE COD BERM B. C. S. W. BIT, CONC. SIDEWALK T. H. H. TELEPHONE HANOHOLE E. T. P, ELECTRIC TRANSFORMER PAD C. B. D. H. CONCRETE BOUND DRILL HOLE _= S == SEWER LINE SERVICE _= D == DRAINAGE LINE SERVICE - - -E --- ELECTRIC UTILITY SERVICE -- -T - - -- TELEPHONE UTILITY SERVICE -- -W - - -- WATER LINE LOCATION - - -G - -- GAS LINE LOCATION CLDI CEMENT LINED DUCTILE IRON RIM = RIM ELEVATION INV - INVERT ELEVATION S = SLOPE EGUAL5 186x53 EXISTING SPOT ELEVATION - -- 186 - -- EXISTING CONTOURS BENCH MARKS.' RIGHT OUTER CORNER BOTTOM STONE STEP AT # 135 EMERSON ROAD ELEV. = 196.91 RT' i2D-- ,. WA T FP hn n . , ---.-_'---� I-_. I f f.i —. In Q 11 +go �. kt, "; So J, 1.3+ Q F. W ii r N tt1 b O C9. L9 lit m rn +T <5) . 4± Cit" 151 O, p5. RIDGE ES TA TES Il L EX.INGTON, MASS. AS RAIL T PLAN S PROFILE F �. EAST EMERSON ROAD STATION 0t00 TO STATION 13100 SCALES: .1 " 40 ' HOP. JUL Y "27, 1988 1 " = 4' VERT. 1A'D//Tt'SEPT. 7, /989 HAYES ENGINEERING, INC. 603 SALEM STREET CIVIL ENGINEERS 6 1541<'EFIELD, MASS. 01880 LANG SURVEYORS TEL: (617) 24fi -2BO0 1G RT' i2D-- ,. WA T FP hn n . , ---.-_'---� I-_. I f f.i —. In Q 11 +go �. kt, "; So J, 1.3+ Q F. W ii r N tt1 b O C9. L9 lit m rn +T <5) . 4± Cit" 151 O, p5. RIDGE ES TA TES Il L EX.INGTON, MASS. AS RAIL T PLAN S PROFILE F �. EAST EMERSON ROAD STATION 0t00 TO STATION 13100 SCALES: .1 " 40 ' HOP. JUL Y "27, 1988 1 " = 4' VERT. 1A'D//Tt'SEPT. 7, /989 HAYES ENGINEERING, INC. 603 SALEM STREET CIVIL ENGINEERS 6 1541<'EFIELD, MASS. 01880 LANG SURVEYORS TEL: (617) 24fi -2BO0 1G