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<br />w
<br />bD ',
<br />S vo 0
<br />9 w
<br />Mi
<br />y
<br />EXISTING `Fy���\
<br />DRAINAGE
<br />SYSTEM `r
<br />3 - 8" VALV P_'S t
<br />EXISTING 37048 \
<br />a \
<br />8.� CATER
<br />.c \
<br />\1
<br />240
<br />230
<br />220- _1
<br />040
<br />LRAM `}
<br />7.,
<br />6, .. PAVE' T.
<br />Is
<br />s at a' GRAVEL ° • ` , `,
<br />VERTICAL GRANITE CURB
<br />DETAIL
<br />l' e
<br />Pvl
<br />LEGEND
<br />S.M.H. SEWER MANHOLE
<br />D.M.H DRAIN MANHOLE
<br />C.B. CATCH BASIN WACURB INLET
<br />H,Y -O HYDRANT
<br />W. WATER SERVICE
<br />S. SEWER SERVICE /4'° A.C. CLASS 3300
<br />P POLE
<br />WATER GATE
<br />B BEND WATER MAIN
<br />S 80-264; 50 E 43
<br />BIT.f BERM
<br />IN
<br />r.te
<br />BIT. PERM —'
<br />R=25.00, 142.65
<br />L = 49.16' S 8A 26 4 50 E
<br />T = 37.53` LOT 1
<br />a = 112 -39- 28
<br />100' V'C
<br />PVI 231.48
<br />f
<br />�, <�o
<br />Ila-EX. 12" CU`L.
<br />u
<br />,
<br />1'
<br />00
<br />+ -•
<br />N N
<br />'21 +
<br />50` Vt
<br />PVI 231!
<br />771
<br />5.00`
<br />LOT 3
<br />Cal
<br />t1'
<br />S N 0 �ti �� N 28- 50`OOE 914,48'
<br />2 1830 2 ``�►
<br />- ,
<br />_ 14 _ d ®® - ._® SANITARY AND
<br />Pa LOT 6 40.00 a ®® _= RIP_ RAP - _ _ - DITCH —•-
<br />0 8 8 2 DRAIN EAS M Two
<br />/ ,5�, E ENT 54,0. 80 E 137.30 i S 72,1 61.46 n R6i0 -00'� "$ �o E 13 7 5 r � 2 7� 10, 0 f 94=_x' 0 R= 25.00' ( _ � L = 3 4.83' W , T =20.92 �� s e I°
<br />A =79 -50 -10
<br />ER
<br />LOT 4 c'V3, S.
<br />�g 52 lot -6:"
<br />LOT 5 $a'
<br />y a
<br />co
<br />In
<br />4.
<br />it
<br />'a o'vc
<br />PVI
<br />30, VC
<br />PVI 234.48
<br />N
<br />a
<br />N
<br />(c N
<br />00—
<br />+ + +
<br />R 1- r-
<br />50, VC
<br />PV1231.48
<br />E__
<br />cdN
<br />u_
<br />- - 1_0—
<br />vo
<br />1. -14-Lo %
<br />i
<br />f
<br />f
<br />140 2 +0 340 4 +0 510 6 40 740
<br />50'
<br />12 1 i2' 13'
<br />i 4" LOAM ( APPROVED BY:
<br />a SEED 5' LEXINGTON PLANNING BOARD
<br />T _
<br />\ S =3 /e"
<br />PER 1' � - '�
<br />EX GROUpl _ 5 -3/8" PER I' ISoV P R i
<br />_ fl':�`" LOAM - S W K. `
<br />AND . _ _ 1 u I j�u1tw.L# Cj Y
<br />i/2 SURFACE
<br />SEED /�` 1 �ti/g BINDER �D
<br />ORAIN.C. LASS 4 '; i , I ruwt�b�n 1'al�n4ttit
<br />S: 0.019 e" PRECAST ( is
<br />CONC. BLOCK
<br />6 WATER
<br />SUMP 2,-6„ MAIN 1g jg81
<br />CATCH BRICK INVIIRT DATE
<br />N BASIN 4 TO 9 °O DEEP
<br />"
<br />J N 6 BELOW 9' °0"
<br />a .0 SAN. M H.
<br />0 CROSS SECTION AND DETAILS
<br />W O g N O SCALE
<br />2O'X 20'
<br />3' DEEP
<br />co jj 1` so—
<br />(p STONES 11
<br />L70001l
<br />DETAIL
<br />HEADWALL RIP`RAP
<br />1, CLERK OF THE TOWN OF LEXINGTON, MASS.,
<br />HEREBY CERTIFY THAT THE NOTICE OF APPROVAL
<br />OF THIS PLAN BY THE LEXINGTON PLANN NG BOARD.
<br />HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE
<br />AND NO APPEAL WAS RECEIVED DURING THE TWENTY
<br />(20) DAYS NEXT AFTER SUCH RECEIPT AND RECORDING
<br />OF SAID NOTICE.
<br />(U.. IV, /-Fkr 4- %4w-,.z
<br />DATE .O-Sa TOWN CLERK
<br />t
<br />REV- JVL.Y,16,1981 I
<br />REV. JAN. 1611981
<br />TRINITY TRINITY COVENANT` ESTATES
<br />REALTY LEXIN6 TON, MASS.
<br />TRUST PLAN & PROFILE
<br />CLEMATIS ROAD
<br />OF m SCALES: VER'T'. J 4 `
<br />"s4'
<br />N++TS^ 0`IVA E. HINTSA. ASSOCIATES
<br />� rya 5989 N
<br />.� s T J
<br />CONSULTING ENGINEERS
<br />Jsro ic* NEWTON CENTRE, MASS.
<br />SEPT.3.1980 SHEET 5 OF 7
<br />SUBDIVISION
<br />120-001
<br />357.65'
<br />~�
<br />�1
<br />LOT 2
<br />rid
<br />w '
<br />31
<br />ai
<br />®�
<br />y
<br />Nl
<br />00
<br />+ -•
<br />N N
<br />'21 +
<br />50` Vt
<br />PVI 231!
<br />771
<br />5.00`
<br />LOT 3
<br />Cal
<br />t1'
<br />S N 0 �ti �� N 28- 50`OOE 914,48'
<br />2 1830 2 ``�►
<br />- ,
<br />_ 14 _ d ®® - ._® SANITARY AND
<br />Pa LOT 6 40.00 a ®® _= RIP_ RAP - _ _ - DITCH —•-
<br />0 8 8 2 DRAIN EAS M Two
<br />/ ,5�, E ENT 54,0. 80 E 137.30 i S 72,1 61.46 n R6i0 -00'� "$ �o E 13 7 5 r � 2 7� 10, 0 f 94=_x' 0 R= 25.00' ( _ � L = 3 4.83' W , T =20.92 �� s e I°
<br />A =79 -50 -10
<br />ER
<br />LOT 4 c'V3, S.
<br />�g 52 lot -6:"
<br />LOT 5 $a'
<br />y a
<br />co
<br />In
<br />4.
<br />it
<br />'a o'vc
<br />PVI
<br />30, VC
<br />PVI 234.48
<br />N
<br />a
<br />N
<br />(c N
<br />00—
<br />+ + +
<br />R 1- r-
<br />50, VC
<br />PV1231.48
<br />E__
<br />cdN
<br />u_
<br />- - 1_0—
<br />vo
<br />1. -14-Lo %
<br />i
<br />f
<br />f
<br />140 2 +0 340 4 +0 510 6 40 740
<br />50'
<br />12 1 i2' 13'
<br />i 4" LOAM ( APPROVED BY:
<br />a SEED 5' LEXINGTON PLANNING BOARD
<br />T _
<br />\ S =3 /e"
<br />PER 1' � - '�
<br />EX GROUpl _ 5 -3/8" PER I' ISoV P R i
<br />_ fl':�`" LOAM - S W K. `
<br />AND . _ _ 1 u I j�u1tw.L# Cj Y
<br />i/2 SURFACE
<br />SEED /�` 1 �ti/g BINDER �D
<br />ORAIN.C. LASS 4 '; i , I ruwt�b�n 1'al�n4ttit
<br />S: 0.019 e" PRECAST ( is
<br />CONC. BLOCK
<br />6 WATER
<br />SUMP 2,-6„ MAIN 1g jg81
<br />CATCH BRICK INVIIRT DATE
<br />N BASIN 4 TO 9 °O DEEP
<br />"
<br />J N 6 BELOW 9' °0"
<br />a .0 SAN. M H.
<br />0 CROSS SECTION AND DETAILS
<br />W O g N O SCALE
<br />2O'X 20'
<br />3' DEEP
<br />co jj 1` so—
<br />(p STONES 11
<br />L70001l
<br />DETAIL
<br />HEADWALL RIP`RAP
<br />1, CLERK OF THE TOWN OF LEXINGTON, MASS.,
<br />HEREBY CERTIFY THAT THE NOTICE OF APPROVAL
<br />OF THIS PLAN BY THE LEXINGTON PLANN NG BOARD.
<br />HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE
<br />AND NO APPEAL WAS RECEIVED DURING THE TWENTY
<br />(20) DAYS NEXT AFTER SUCH RECEIPT AND RECORDING
<br />OF SAID NOTICE.
<br />(U.. IV, /-Fkr 4- %4w-,.z
<br />DATE .O-Sa TOWN CLERK
<br />t
<br />REV- JVL.Y,16,1981 I
<br />REV. JAN. 1611981
<br />TRINITY TRINITY COVENANT` ESTATES
<br />REALTY LEXIN6 TON, MASS.
<br />TRUST PLAN & PROFILE
<br />CLEMATIS ROAD
<br />OF m SCALES: VER'T'. J 4 `
<br />"s4'
<br />N++TS^ 0`IVA E. HINTSA. ASSOCIATES
<br />� rya 5989 N
<br />.� s T J
<br />CONSULTING ENGINEERS
<br />Jsro ic* NEWTON CENTRE, MASS.
<br />SEPT.3.1980 SHEET 5 OF 7
<br />SUBDIVISION
<br />
|