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