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I
<br />SIDEWALK TO TERNAHNAT E AT
<br />I PROPOSED DRIVEW.Ay \
<br />AR ICJ E J. a SYLVIAS.
<br />K OR S TV EDT
<br />END OF
<br />EXISTING WATER
<br />EX.Dyll-E'Alf DRAIN
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<br />0�
<br />1� 0 x C 0 s UC-r C
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<br />ORA I S EE M;AC C ARTH"( 83, _c3JLLIVAN
<br />R P L A IN B y G
<br />EASE CASC ENGINEERI N INC, DATED MiAY24
<br />D F? A 1 9 1979,
<br />fall RIM= E ISTING
<br />DR A Iii 0
<br />-'NVzIE38'7a 168 17 d E A S E fill E R IIAI = 173.26
<br />PROP NT
<br />X — -;Z- INV= 168.01
<br />�'j
<br />S.Q.N. DRA-fN----p D. R 1�._
<br />EX zop
<br />172. - EX 18 S E W�
<br />209 9 6'
<br />EDGE Z �'?'O?
<br />:m
<br />OF POND LOCA 16" & wi Rc. DRAIN Dy'".
<br />LOCATION MAY
<br />p 19
<br />N D, 1980
<br />PROP. 0 SeMNG (SEE N
<br />C.S. W/OIL TRAP E .4 OT E, 8 LOW) I om FI 4. 4;i7
<br />NT' 11. 95-00 \'\gq F
<br />.,50. 44t
<br />EXi S _N 5-06
<br />T I N G 0� lot F\ PO D
<br />MERVIN D. EX
<br />NOTE:- PRIOR TO CONSTRUCTION, THETHREE KC
<br />DRAIN CROSSINGS OVER THE SEWER LINE T EX,
<br />VIVIA R. /6NCI,+ SHALL BE LOCATED INTHE FIELD IN ORDER S. l?
<br />TO PREVENT ANY DAMAGE TO THE EXISTING
<br />SEWER MAIN. lie,
<br />04
<br />SEWER
<br />f LA U)
<br />0 USE't' c\l 0 00 + CON 00 -- (D
<br />0 rl
<br />a) ci
<br />0 B 0 + rlz ai Lli
<br />oo l8lx larx 6, c*j 't 1` _
<br />V4 NOTE: - PRIOR TO CONSTRUCT-
<br />LO cx) U-) TAPPING %, —
<br />4- ION, THE SIDELINE OF THE +1 rn 41 CD 0- >
<br />ti C\i C\i SLEEVE C) 0 OD >
<br />> EASEMENT BETWEEN STA. d z
<br />TL cP ?-+10 AND 3+65 S HALL BE (0
<br />(D <
<br />It if It PLAN STAKED OUT IN THE FIELD. _j
<br />> > If If if _j
<br />z z SECT. B-B if 11 > > >
<br />SEWER HOUSE CONNECTION 2 Z —Z
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<br />cr
<br />a_ FINISH 27+80
<br />COURSE
<br />20 m Fit, D R A i N EASE E N T T
<br />7
<br />Tt B.M.- SPINDLE OF HYDRANT OPPOSITE HOUSE#25
<br />MAPLE STREET ELEV = 208-13
<br />lk BINDER COURSE 50' -O" NOTE: -SEE ORDER OF CONDITIONS DATED MAY 6, 1980 BY,
<br />— - 18 of I LEXINGTON CONSERVATION COMMISSION.
<br />30 -0 10 -0 t (NO SEGMENT OF THE PROPOSED DRAIN SHALL BE
<br />1'2" GRAVEL BASE CONC.SIDEWALK WITHIN 20' HORIZONTALLY OF THE EDGE OF THE
<br />TYPICAL DETAIL dt I" BIT. CONC FINISH COURSE POND)
<br />I" BIT CONC. BASE COURSE
<br />BIT. CONCRETE 9 -0 4'-0" .4-5'00 4 DENOTES PROPOSED BOUNDS REV. APR, 14, 1981
<br />BERM. REVISED; 7/30/80 REV. OCT. 14, 1980
<br />I :5LOPE 1'/2 B I T COIC FINISH COURSE 11 -
<br />SLOPE 3/8 :3' 1 ASE 'COURSE SLOPE �/87PER_ APPROVED BY: KINGSTON
<br />/8 PER TiT BIT. C ONC'l B'' G
<br />LEXINGTON PLANNING I N(3 L E S I DE
<br />BUILDERS
<br />BOARD.
<br />2 " �GR A E L
<br />4-LON',4 (�'GRA\ CORPORATION
<br />E_
<br />(/4 "LO Pli a SUB - G ZADE A 12 W AY S I UE R OAD F-jl_/-\,N [�.ND PP\OFII"E
<br />G'S
<br />WIATE'R I5-0 OFF ST LINE-4 R 0A'D TO B E iROWNED 3/8 8� �;FF:D S. oc
<br />7D kazt-A- W,'S.YLANID,
<br />E R .51 OFF ST I-It
<br />7-' 6tc P FT.
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<br />Cl-
<br />10 0 S, L I
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<br />+
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<br />C-41 to U-)
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<br />(0 _j Q0
<br />LOT4H-i
<br />OIL TRAP
<br />DETAI L
<br />(NOT TO SCALE)
<br />24-1-0 ,40
<br />26-1-0 27170
<br />G L EE S I D E R 0 A D
<br />C'
<br />0�
<br />1� 0 x C 0 s UC-r C
<br />-rj_,,jCN ARR!LcR
<br />NIESS 2 1
<br />IIACROSS , r R ENC H
<br />L 0 T 88 1
<br />P 0 P 0 s ViAr 114NNO�E� -ro
<br />3,7
<br />iz'n cz
<br />ORA I S EE M;AC C ARTH"( 83, _c3JLLIVAN
<br />R P L A IN B y G
<br />EASE CASC ENGINEERI N INC, DATED MiAY24
<br />D F? A 1 9 1979,
<br />fall RIM= E ISTING
<br />DR A Iii 0
<br />-'NVzIE38'7a 168 17 d E A S E fill E R IIAI = 173.26
<br />PROP NT
<br />X — -;Z- INV= 168.01
<br />�'j
<br />S.Q.N. DRA-fN----p D. R 1�._
<br />EX zop
<br />172. - EX 18 S E W�
<br />209 9 6'
<br />EDGE Z �'?'O?
<br />:m
<br />OF POND LOCA 16" & wi Rc. DRAIN Dy'".
<br />LOCATION MAY
<br />p 19
<br />N D, 1980
<br />PROP. 0 SeMNG (SEE N
<br />C.S. W/OIL TRAP E .4 OT E, 8 LOW) I om FI 4. 4;i7
<br />NT' 11. 95-00 \'\gq F
<br />.,50. 44t
<br />EXi S _N 5-06
<br />T I N G 0� lot F\ PO D
<br />MERVIN D. EX
<br />NOTE:- PRIOR TO CONSTRUCTION, THETHREE KC
<br />DRAIN CROSSINGS OVER THE SEWER LINE T EX,
<br />VIVIA R. /6NCI,+ SHALL BE LOCATED INTHE FIELD IN ORDER S. l?
<br />TO PREVENT ANY DAMAGE TO THE EXISTING
<br />SEWER MAIN. lie,
<br />04
<br />SEWER
<br />f LA U)
<br />0 USE't' c\l 0 00 + CON 00 -- (D
<br />0 rl
<br />a) ci
<br />0 B 0 + rlz ai Lli
<br />oo l8lx larx 6, c*j 't 1` _
<br />V4 NOTE: - PRIOR TO CONSTRUCT-
<br />LO cx) U-) TAPPING %, —
<br />4- ION, THE SIDELINE OF THE +1 rn 41 CD 0- >
<br />ti C\i C\i SLEEVE C) 0 OD >
<br />> EASEMENT BETWEEN STA. d z
<br />TL cP ?-+10 AND 3+65 S HALL BE (0
<br />(D <
<br />It if It PLAN STAKED OUT IN THE FIELD. _j
<br />> > If If if _j
<br />z z SECT. B-B if 11 > > >
<br />SEWER HOUSE CONNECTION 2 Z —Z
<br />z ir
<br />C\l inf
<br />DETAIL w
<br />t WITH VERTICAL r% I ci 6 0 f--:
<br />I_ I a.: d Ir
<br />Z a-
<br />0, a: a_-
<br />W a_
<br />0 0 0 w
<br />a_ w cr x
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<br />z
<br />O
<br />CLAY BARRIER CLAY
<br />4S__ BARRIER
<br />0 CI 5 R. CI.;,, 1581
<br />C.
<br />R. C. DRAIN 0.40%
<br />0 t115 It, R. C DRAIN
<br />4
<br />0.
<br />+ R.
<br />0,11 15 sl C. DRAIN
<br />N 0.40%
<br />to
<br />to 00 o in
<br />ui CV CM
<br />x 00
<br />W w
<br />If 3 c6
<br />z z V) if
<br />>
<br />iv in U) z > a,) Z
<br />x x
<br />w
<br />Ir
<br />0 BASE 160
<br />a- co
<br />0 0+0= 1+0 2+0 3+0 4+0 5+0: 6+0 :7+0 It
<br />cr
<br />a_ FINISH 27+80
<br />COURSE
<br />20 m Fit, D R A i N EASE E N T T
<br />7
<br />Tt B.M.- SPINDLE OF HYDRANT OPPOSITE HOUSE#25
<br />MAPLE STREET ELEV = 208-13
<br />lk BINDER COURSE 50' -O" NOTE: -SEE ORDER OF CONDITIONS DATED MAY 6, 1980 BY,
<br />— - 18 of I LEXINGTON CONSERVATION COMMISSION.
<br />30 -0 10 -0 t (NO SEGMENT OF THE PROPOSED DRAIN SHALL BE
<br />1'2" GRAVEL BASE CONC.SIDEWALK WITHIN 20' HORIZONTALLY OF THE EDGE OF THE
<br />TYPICAL DETAIL dt I" BIT. CONC FINISH COURSE POND)
<br />I" BIT CONC. BASE COURSE
<br />BIT. CONCRETE 9 -0 4'-0" .4-5'00 4 DENOTES PROPOSED BOUNDS REV. APR, 14, 1981
<br />BERM. REVISED; 7/30/80 REV. OCT. 14, 1980
<br />I :5LOPE 1'/2 B I T COIC FINISH COURSE 11 -
<br />SLOPE 3/8 :3' 1 ASE 'COURSE SLOPE �/87PER_ APPROVED BY: KINGSTON
<br />/8 PER TiT BIT. C ONC'l B'' G
<br />LEXINGTON PLANNING I N(3 L E S I DE
<br />BUILDERS
<br />BOARD.
<br />2 " �GR A E L
<br />4-LON',4 (�'GRA\ CORPORATION
<br />E_
<br />(/4 "LO Pli a SUB - G ZADE A 12 W AY S I UE R OAD F-jl_/-\,N [�.ND PP\OFII"E
<br />G'S
<br />WIATE'R I5-0 OFF ST LINE-4 R 0A'D TO B E iROWNED 3/8 8� �;FF:D S. oc
<br />7D kazt-A- W,'S.YLANID,
<br />E R .51 OFF ST I-It
<br />7-' 6tc P FT.
<br />P a
<br />YNGL_c�IDE ROAD
<br />Cl-
<br />10 0 S, L I
<br />T -5 2 0 27 0 9 7
<br />SANITARY _t
<br />P 0 F Q S E R
<br />0
<br />"7 fC
<br />-js8ol
<br />SS St c"'O N
<br />Y"I C A L b cx�
<br />!j 1 1, U
<br />I A I R t G i C.
<br />DlVi-E:
<br />IN, A' K 4 f c,' S.
<br />6
<br />E
<br />SUBDIVISION
<br />
|