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<br />_I - LOT 186E
<br />HH4 REAJ_T TRRDISTTFE
<br />MERIAM
<br />U� �/ QEV.-3�•.]3- = J - \ - Wl (]Y- 0 II HO S. N" O3MY-RSOY
<br />LOWER WALL: - Wcc Y21Y]
<br />T.O.W -
<br />B.D.W. - 32R.G• � �, �;��* I CERTIFY THAT THE FOUNDATION
<br />IS LOCATED AS SHOWN AND CONFORMS
<br />i-
<br />( �_$ 332 TO THE ZONING BY-LAW OF THE
<br />TOWN OF LEXINGTON. I FURTHER
<br />t WIR ELLV.- yam' '' 1• o wAT1GE Fi0S 1�H comT
<br />T°OM_ :«'"T F' Ila3 CERTIFY THAT THE FOUNDATION DOES
<br />B.O.w.- f p F I
<br />° - - - NOT LIE IN A SPECIAL FLOOD HAZARD
<br />334
<br />DDI sl°E � e ASU5AA16- �'a} i ��• a I pWIN - �`SN F,,
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<br />\ _ CwH WNVV ml.]n,s' NOTES,
<br />/ ALL RETANN]G WAu SHALL BE
<br />9 T - \ b Z� S 336 BE 9C THAN
<br />RECON:
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<br />(-„ --- \ YA - - �y� NDRTHS ORE GRANITE PRECAST FOR NEIL J U R P H Y 0 i es" I O
<br />- _ _ WNCRETE. LE�
<br />- uTu •Fi3P \ Yf-s. 337 ADS DUAL WNLLL STORY MARIAM •SlE Eu QJW
<br />G _ 2.DETDITIOH PGND -A- TO BE PLS# 1 7460 'O''A�,.Af. N
<br />OjCV 1 - 310 \- - -- Y PME N -i2, M' GRA. FOR STORAGE •TJ
<br />i b Wvfl X'Rw-SYSTEM °C"_ - x - - As PER RUNaA FOR RANSMSSON LAMS P�tH �F SSS
<br />2 n" v IWAA Am• _mmp '�
<br />y,Ty.r 338 a IISN.TRAPON SYSTEM 'R' M BE
<br />V / - mTMUN H•ncvT.O.I.TYa_ v;,C - �. \ '\ \�- - - H2-11A.iEc C-10"01AlIBERS p2 NF:
<br />,V(�,Y•rt04W lgV.-.1M•r CLEANOUT \ \ - - - AS PER PLAN.
<br />`V / 1. YIF STCIR TE SYSTEM 0 TO B 0 M U.
<br />� - 3w - e•PYc � � \ \ � _ - 339 20-STONIECH SCr710 aAYern9 GIS.
<br />O
<br />AS PER PLAN.
<br />340 - - - _ s. WATER aIAU. SwAIE v- TO
<br />Y
<br />34 HAYS A VCR OUTLET AS PER PLAN.
<br />\ O - p B. WATTLES TO BE WSTALUM
<br />ALING ALL PRGPERTLWES
<br />T t F
<br />/ -SFNP,LE- FAMILY STRUCTU 3vr \ \ - 341 mar ,a RO PwoR AL
<br />FIRST FLOOR=347.8' 11�- N F
<br />G PROOF CIRCLE: / / 34 - LOT 186C
<br />NOD' DIAMETER - BASEh�>YT-FL-038.6'
<br />\ \
<br />/ / ( TOOTPRINT=3ND\8 SF.) %�•� \� \ _ - _ 2 SAAkI mw,,RI) _ TRUSTEE
<br />mEmm STREET 'Lu g - - 343 � STN TT P'ausc :oD
<br />LIMIT
<br />7X < \\\ \\ 344- SCALE: 1 INCH = 20 FEET
<br />34Al l 'I I J - \\ _ - - - _
<br />L� � - ---ar �` _GARgGE \\ moi\ 34S /---
<br />GIENCKE \8 / I I � • - FF -\3 \7.5' \ �� 345 - 25 0 25 50
<br />6 I 1-- ° n .''T M-'2'-3 s \ \ \✓' aFROM
<br />NT CIRCLE )L �- i i r a """° UAB wDE_3R I 5N6 LIMIT 1� BUFFER ZONE / / \
<br />(�E$AR fnd.� OF LOT 1868
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<br />Duxbury, MA 02331
<br />• •(781)934-6039
<br />INV. IN=326.7'
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<br />INV.OUT=326.7'
<br />=337.76'
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<br />"TENNIS
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<br />LOT 185
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<br />m Li.OF S'x, INV. OUT -337.6'337. ? 34 .5 P I ' / O / / w
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<br />mTl'�dl vBita - Xe• ro BE an' Nr 4HNL TO YAS500T SPECS. (r1 /v - - - - - - -' / / ^ . `c,� \ \ \ • K
<br />row.�y RP. R%L Yzoz] t]] (�] INV.= _ OI y Y \ �`� 2.0 AK
<br />-STONE RET,41NING
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<br />us PAWL FAY.0 am "`�" \ \- - -- - - - - - - - - - - - E� \\ &II 00 "PIN cov, �/ / / DMH#3
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<br />\; 41 •`'ice%'/ R 3 l� o / �� /
<br />CANT a n -� \ / i i �- -P3 _ \ 0 / RIM=332.5'
<br />�FF�R /WATER/ QUAL / / INV. UT -32 ..
<br />ho 0 I D \. \ \ \ _� - - \ \ _ / = 338- - �% \ W#8 \ _ R� OZR3A3 EP / / IN V.OUT- 327.7'
<br />=� 337 _-� % W11\� \3 / 7 r 12 CAP C /, / ft%STORMCEPTOR
<br />yy13 TO
<br />Wf12 % \ 0 ( E RM (/' � '. DMH INV.IN 328.5'
<br />GRAVITY SEWER W#7 \ \ \Q/ 00
<br />/ 6"PVC SEWER SDR35 i \ \ o x �' ' • P o
<br />�JFFF�. I \ - - - - - _� W#14 G SSOGIP3ES / \\ \ / - - - - . \ r \ o \ w
<br />L`� I z �-- - - - - - / 5 SNED BY 0RW1 A / / /
<br />R[MNAO f"s1Wf ®W1H
<br />24�NTO AM. . 511NClaE
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<br />WTI »• --moi
<br />W#18 W 1 L� W#16 It pF B�W W • \ o
<br />/ 19 - - �9 /� / �i \ 0. 0 0 Q
<br />�y# "MATCH LINE' - } - - - - - - - -- / 0 0
<br />/ I B LTr°L 0,� \ W#5 \ EXISTING $E R S B o /
<br />/ LOT 184A IWTDF/ III f ___ = 327.0'
<br />G� \ 6' EWER SDR, 5N/F 3/
<br />v 141
<br />W#20 PATRICIA E. GIENCKE \�3B / I yL ,coo D FS> \ \ ��S ,STA 0 1 / /
<br />CERT#169746 L i i y�lW#4V \\
<br />28 OAKMOUNT CIRCLE
<br />EXISTING 8"D.I �kj6fnd. m �
<br />• ���'/ \\
<br />WATERMAIN N. �� 4 W CP \
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<br />Y W#3�h r
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<br />.=337.76' f r0 \ I RIM= 1.5'
<br />0'y� \ \\ I INV. UT=32 .9'
<br />EMT Wi D.I.
<br />E _ G R A N N Y P O N D
<br />/ 5 45 5+00 W#2� \
<br />5 - o LOT 182 �' i ��'�.�I Y' SMH#1 S
<br />.,� _ C RIM=332.1'
<br />O s1P����pFRG�O� 3 �/ - 33 _�mr l �--N /I _J I �� i' o STA 3+55
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<br />BAMiR STEVE BERRY I /'' ��'
<br />/ m6 LNIIT OF WRN-CD
<br />GRANNY POND REALTY TRUST
<br />E �`�/ ��'�� .REIEN.°WCCD' I 8 OAKMOUNT CIRCLE
<br />5
<br />BK 13671, PG 453 �2
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<br />/ �� • I z
<br />X17) FTI
<br />willc
<br />2 BENCH MARK
<br />PYA DMH CENTER
<br />ELEVATION= 332.1'
<br />TOWN OF LEXINGTON
<br />D #1 \ ENGINEERING DIVISION
<br />=3321'
<br />V. IN= 9.5'
<br />INV.OUT= 8.8'
<br />/
<br />/
<br />/
<br />LOT 186E
<br />OAKMOUNT
<br />CIRCLE,
<br />LEXINGTON
<br />MA.
<br />CLIENT:
<br />COPLEY-
<br />DESIGN, LLC
<br />26 ARROWHEAD FARM RD.,
<br />BOXFORD, MA. 01921
<br />DRAWING TTILE:
<br />AS BUILT PLAN
<br />PROFESSIONAL
<br />1
<br />DRAWING NO.
<br />01
<br />0
<br />N
<br />�M
<br />�Y' •Iy
<br />., .Ty, $lam.
<br />Yr!'!
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<br />/-
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<br />Engineering
<br />Planning & Surveying
<br />Landscape Architecture
<br />9 South Pasture Lane
<br />' • Box 2132
<br />Duxbury, MA 02331
<br />• •(781)934-6039
<br />Dan-Orwig@ho=ad.com
<br />Will I
<br />.� ► ;1 1 .
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<br />Q 1 11 • C ► 11�
<br />•0I Lei.L 91 if.1 19: �
<br />DRAWING TTILE:
<br />AS BUILT PLAN
<br />PROFESSIONAL
<br />1
<br />DRAWING NO.
<br />01
<br />0
<br />N
<br />
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