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AR N E J. & SYLVIA S
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<br />0xv CoNSrRUCT CLAY
<br />`� X00 I M,I,N._THIC F3ARRIER AC
<br />P� LOT # I88 NESS �2YY t ROSS TRENCH vi
<br />_ Qoe �A ' P R O P O S E D i�'ArER- PRppFCp 0 BE
<br />Q' - - - - -_ DRAIN S EE PLAN BY MAC C ARTHY a SULLIVAN
<br />E4 S E ENGINEERI NG INC., DATED MAY 24, 1978
<br />T
<br />\- �e�.i8 e`'s ®`RrM -i B ®— EXISTING ' 0
<br />�►NV =!6876 +�a — • DRAIN �, o EASEME NT RIM= 173.26
<br />$ -PROS° _ 16 8.17_ _
<br />INV= 168.01
<br />�� \ -
<br />EX. S. kfM iPf4E3 15'RC. pRg7N ---p p 0H
<br />/A !72.57 - -, etyx =l7i:7� EX. 18 5E
<br />EDG - — . ��=E -t s _ 20996 00?
<br />PROP
<br />C.B. W /OIL TRAP ( /
<br />� (1
<br />B
<br />SEWER
<br />(LATERAI
<br />HOUSE
<br />CONN
<br />_ Il B
<br />E of POND LOCATION MAY 05.16' _ _ — _ - -_ -__ _ 25. rN.
<br />PONDI �-- _ -- — 15 RC_DRAIN_ _ D
<br />N G t SEE NOT 1980 o. TV- . EXIST
<br />EASE M E N T E B LOW) 1 1 Dirt - g 5.00 '� ,. -'` 114.97' , �� 0 i DR AM,
<br />E X I S T I N G 1 50.CA IidVR{ Ot2'3 E`, fo \ c.t3. `-
<br />P O D i � _ �*i
<br />MERV IN D. F EX.
<br />a f� / NOTE:- PRIOR TO CONSTRUCTION, THE THREE �sFM HDw.
<br />DRAIN CROSSINGS OVER THE SEWER LINE 'I'T EX.
<br />VI VIA R. 1(YNC H.
<br />SHALL BE LOCATED INTHE FIELD IN ORDER S'K
<br />TO PREVENT ANY DAMAGE TO THE EXISTING
<br />SEWER MAIN.
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<br />F c)
<br />.a• tf) cli 40 0 1
<br />O M N � (j3
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<br />30'- 0"
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<br />2 $LOPE 1/'2" BIT. CO C. FINISH COURSE 3 t
<br />SLOPE 3/8 PER T 12 :3 Ii2 BIT CONC BASE COURSE S
<br />12" G R A V EL_ °:.'a
<br />4" LOAM a SUB - G RADE ,
<br />1-WATER16-O"O FSTLINEI ROAD TO BE CROWNED 3/8 GI
<br />7' 6" PER FT. } I5 OFF S
<br />0
<br />CL HYDRANT a SANITARY l0
<br />' POLES SEWER
<br />TYPICAL CROSS SECTIO
<br />O ONSTRUCT- M wy- N o r (10 - (D
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<br />NOTE:AS -IBUILT SHOWN 8 .
<br />C1 EEI B.M.- SPINDLE OF- HYDRANT OPPOSITE HOUSE #25
<br />L'�FCEIa�BLR 14, 1 83 MAPLE STS ELEV =208.13
<br />NOTE:-SEE ORDIER- %%NDITIONS DATED MAY 6,' 1980 BY '
<br />LEXINGTON ODNSERVATION COMMISSION.'
<br />10' -0” (NO SEGMENT OF THE PROPOSED DRAIN SHALL BE
<br />BIT. CONC.SIDEWALK WITHIN 20' HORIZONTALLY OF THE EDGE `OFTHE
<br />1 BIT. CONC. FINISH COURSE POND)
<br />°
<br />BIT. CONC. BASE COURSE
<br />-o" 5` -0 12 DENOTES PROPOSED BOUNDS REV. APR, 14, 1981
<br />REVISED: 7/30/80 REV. OCT. 14; 1980
<br />LOPES /8 °PER APPROVED BY: KINGSTON ea 9s
<br />a4 ::ar S�OA LEXINGTON PLANNING BUILDERS I V I DE,
<br />1 F, BOARD. CORPORATION
<br />4 "LOAM s °GRAVEL 12 WAYSIDE ROAD PLAN AND PROFILE
<br />EED
<br />T. LINE WAYLAND, MASS. OF
<br />RAIN I NGLES'IDE ROAD
<br />O "OFF ST UN (STATION 25 +3202 TO 27 +01.97 i
<br />DRAIN EASEMENT(STA.O +OT07 +22)
<br />SCALE. HORIZ:1"=4C+,VERT =1" =4' JUw 16;190Q,
<br />N MAC CARTHY a SULLIVAN ENGINEERING' INC.
<br />DATE 81 Sp ST, NATICK MA S S
<br />T E. M By w!JEL BY* jie•a SHEET L OF 4
<br />34.1-19 11 2 . 1/
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<br />0000l
<br />0xv CoNSrRUCT CLAY
<br />`� X00 I M,I,N._THIC F3ARRIER AC
<br />P� LOT # I88 NESS �2YY t ROSS TRENCH vi
<br />_ Qoe �A ' P R O P O S E D i�'ArER- PRppFCp 0 BE
<br />Q' - - - - -_ DRAIN S EE PLAN BY MAC C ARTHY a SULLIVAN
<br />E4 S E ENGINEERI NG INC., DATED MAY 24, 1978
<br />T
<br />\- �e�.i8 e`'s ®`RrM -i B ®— EXISTING ' 0
<br />�►NV =!6876 +�a — • DRAIN �, o EASEME NT RIM= 173.26
<br />$ -PROS° _ 16 8.17_ _
<br />INV= 168.01
<br />�� \ -
<br />EX. S. kfM iPf4E3 15'RC. pRg7N ---p p 0H
<br />/A !72.57 - -, etyx =l7i:7� EX. 18 5E
<br />EDG - — . ��=E -t s _ 20996 00?
<br />PROP
<br />C.B. W /OIL TRAP ( /
<br />� (1
<br />B
<br />SEWER
<br />(LATERAI
<br />HOUSE
<br />CONN
<br />_ Il B
<br />E of POND LOCATION MAY 05.16' _ _ — _ - -_ -__ _ 25. rN.
<br />PONDI �-- _ -- — 15 RC_DRAIN_ _ D
<br />N G t SEE NOT 1980 o. TV- . EXIST
<br />EASE M E N T E B LOW) 1 1 Dirt - g 5.00 '� ,. -'` 114.97' , �� 0 i DR AM,
<br />E X I S T I N G 1 50.CA IidVR{ Ot2'3 E`, fo \ c.t3. `-
<br />P O D i � _ �*i
<br />MERV IN D. F EX.
<br />a f� / NOTE:- PRIOR TO CONSTRUCTION, THE THREE �sFM HDw.
<br />DRAIN CROSSINGS OVER THE SEWER LINE 'I'T EX.
<br />VI VIA R. 1(YNC H.
<br />SHALL BE LOCATED INTHE FIELD IN ORDER S'K
<br />TO PREVENT ANY DAMAGE TO THE EXISTING
<br />SEWER MAIN.
<br />c
<br />F c)
<br />.a• tf) cli 40 0 1
<br />O M N � (j3
<br />n,nrc _ootno �- C -4 � 0i W I-
<br />2+0 �
<br />50' -0"
<br />30'- 0"
<br />DRAIN
<br />1, 0,o z - ,
<br />4
<br />2 $LOPE 1/'2" BIT. CO C. FINISH COURSE 3 t
<br />SLOPE 3/8 PER T 12 :3 Ii2 BIT CONC BASE COURSE S
<br />12" G R A V EL_ °:.'a
<br />4" LOAM a SUB - G RADE ,
<br />1-WATER16-O"O FSTLINEI ROAD TO BE CROWNED 3/8 GI
<br />7' 6" PER FT. } I5 OFF S
<br />0
<br />CL HYDRANT a SANITARY l0
<br />' POLES SEWER
<br />TYPICAL CROSS SECTIO
<br />O ONSTRUCT- M wy- N o r (10 - (D
<br />:LINE OF THE +1 ro +1 co 00 P- - „ - J a 1
<br />BETWEEN STA. O o 0 00 > > e) 0
<br />-65 SHALLBE ' ti 00 cry z Q _
<br />- IN THE FIELD. „ ;, r -j
<br />>
<br />z z _ zg
<br />�o Q
<br />ww
<br />r- ao t-
<br />0 o i ir r`
<br />n a- x
<br />d a c3
<br />f � Y
<br />I
<br />I
<br />I
<br />N 0.40% 15 of
<br />R C DRAIN
<br />0.40%
<br />jr
<br />WIM W O)
<br />�c 3: N
<br />W (p W tD
<br />U n U)
<br />t~Z jj Z
<br />X X
<br />ui W
<br />3 +0 4+0 5 +0 6+=0 7 +0
<br />EASEMENT
<br />NOTE:AS -IBUILT SHOWN 8 .
<br />C1 EEI B.M.- SPINDLE OF- HYDRANT OPPOSITE HOUSE #25
<br />L'�FCEIa�BLR 14, 1 83 MAPLE STS ELEV =208.13
<br />NOTE:-SEE ORDIER- %%NDITIONS DATED MAY 6,' 1980 BY '
<br />LEXINGTON ODNSERVATION COMMISSION.'
<br />10' -0” (NO SEGMENT OF THE PROPOSED DRAIN SHALL BE
<br />BIT. CONC.SIDEWALK WITHIN 20' HORIZONTALLY OF THE EDGE `OFTHE
<br />1 BIT. CONC. FINISH COURSE POND)
<br />°
<br />BIT. CONC. BASE COURSE
<br />-o" 5` -0 12 DENOTES PROPOSED BOUNDS REV. APR, 14, 1981
<br />REVISED: 7/30/80 REV. OCT. 14; 1980
<br />LOPES /8 °PER APPROVED BY: KINGSTON ea 9s
<br />a4 ::ar S�OA LEXINGTON PLANNING BUILDERS I V I DE,
<br />1 F, BOARD. CORPORATION
<br />4 "LOAM s °GRAVEL 12 WAYSIDE ROAD PLAN AND PROFILE
<br />EED
<br />T. LINE WAYLAND, MASS. OF
<br />RAIN I NGLES'IDE ROAD
<br />O "OFF ST UN (STATION 25 +3202 TO 27 +01.97 i
<br />DRAIN EASEMENT(STA.O +OT07 +22)
<br />SCALE. HORIZ:1"=4C+,VERT =1" =4' JUw 16;190Q,
<br />N MAC CARTHY a SULLIVAN ENGINEERING' INC.
<br />DATE 81 Sp ST, NATICK MA S S
<br />T E. M By w!JEL BY* jie•a SHEET L OF 4
<br />34.1-19 11 2 . 1/
<br />
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