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No. 183
CLERK OF TrIE T0,l1VN OF LEXINGTON,
MASSACHUSETTS _ i HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF
THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED
AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS
RECEIVED DURING TWENTY DAYS Nl--X, T AFTER SUCH RECL- IP T AND
RECORDING OF SAID NOTICE.
TOWN CLERK DA TE
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PROPOSED FIL TERAIII TT / L lill, I T OF WORK
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IDROPOSED
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PROPOSED 3E VIER LINE
P TEC
PROPOSED (TELEPH011,'EIELECTPlC /r,'ABLE) LINE
PROPOSED C'ATC'H BASIN
PROPOSED DRAIN MANHOLE (rlDMH)
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PROPOSED CDS (',,VA-1-ER QUALITY UN17)
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PROPOSED HYDRANT
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DENSITY POLYETHilLENE
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PDMH f1lROPOSED
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ALL PIPE LENGT`-1S LISTED ABOVE ARE CENTER OF
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OFFSET GRADE
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FINISHED (-',RADE
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MAP 65, LOT 6
PF7-E,? ST.4,iECKEI?
L:
167 CEDAR STREET
LEXINCTOA� MASSACHUSETTS
REGIS TI? A TION BOOK 922 / PACE 702*
MAID 65, LOT '-
PETER STAL-CKER
767 CEDAR STREET
LEXINGTON, MASSACHUSETTS
REGIS TRA RON BOOK 8j4- / PAGE_ 74x=
MAP 65, LOT- 4
PE TER -DTAECKER
177 CEDAR STREET
LEXINGTON, iWASSACHUSETTS
REGISTRATION BOOK 1254 / PAGE 64*
"'DENOTES DOCUMENTS RL= CORDED
AT THE MIDDLESEX, SOUTH
REGISTRY OF DEEDS.
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SUMP: 213 J
<18" SEPARATION
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ALL PIPE LENGTHS LISTED ABOVE ARE CENTEil? OF
S7P-,UCTUI-?,E TO CENTER OF STRUCTURE ME6lSUREA11LL:'NT`
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- LAND COURT CASE 14495 C
- LAND COURT CASE 14495 D
- LAND COURT CASE 14495 F
- LAND COURT CASE 1449-5 G
- LANE) COURT CANE 141495 /-/
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7. THE TOPOGRAPHY SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED
HEREON WERE OBTAINED FROM AN INSI-RUiVENT" SURVEY CONDUCTED
ON 'THE- GROUND BY MERIDIAN ASSOCIATES, INC. BETWEEN NOVE,54,11BER
14 AND NOVEMBER 16, 2076.
2. THE SUBJECT PROPERTY IS LOCATED IN THE RS ZONING DISTRICT
j. THE SUBJECT PROPER71ES ARE DEPICTED AS LOTS' 4, 5, & & ON THE
-TOWN OF LEXINGTON ASSESSOR'S MAP 65.
lk THE LOCAPON OF ALL UNDERGROUND UTILITI'E-3 SHOWN ARE
APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY AND
COMPILATION OF PLANS OF RECORD. MERIDIAN ASSOCIATES, INC. DOES
NOT WARRANTY NOR GUARANTEE THE LOCATION OF ALL. UTILITIES
DEPICTED OR NOT DEPICTED. THE CONTRACTOR, PRIOR 7-0
COMjWE1VCElvfENT OF CONSTRUCTION, SHALL_ VERIFY THE LOCATION OF
ALL UTIL177ES- AND CONTACT DIG SAFLI:- AT 1-888-344-72.3--,T.
5. 7-H13 PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN
EASEMENTS Wi'-11(-'H MAY EXIST A REASONABLE AND DILIGENT ATTEMPT
HAS BEEN MADE TO OBSERV!--- ANY APPARENT Vl"---.:"IBLE Usf'---'3 OF T11-l'
LAND; ); HOWEVER, TI-711S DOES NOT CONSTITUTE A GUARANTEE THAT NO
SUCH EASE&EWTS EXIST
6. THE ELEVATTONS DEPICTED HEREON ARE BASED ON THE TOWN OF
LEXINGTON SEINER DATUM.
7. A PORTION OF THE SUBJECT PH OPER TIED- DEPICTED IS LOCATED
FLOOD ZONE X (AREAS OF 0.2% ANNUAL CHANCE FLOOD; -lREAS OF
I % A NNUA / CHANCE FL 0 OD WITH A VE R A GE DEPTH` OF LESS THEN 7
FOOT OR WITH DRAINAGE AREAS LESS THAN I SQUARE MILE;- AND
AREAS PROTECTED BY LEVEES FROM 7% ANNUAL CHANCE FLOOD.) As
SHOWN ON FEIVA MAP Pilo. 25017C0403E DATED JUME 4, 2010.
8. FOR ALL -FEIvf P ORA R Y BENCH MARK. RK 11VFOf?Av1A TT ON .SEE SHEET T 2 OF THIS
PLAN SET
9. ALL PROPOSED SEWER MAINS OR SERVICES SHALL BE INSTALLED WITH
A MINIMUM OF /0' SEPARATION HORIZONTAH-LY AND /OR 18" VERTICALLY
BEL 0 W API Y WA TER MAIN OR SER V1 CE. IF NEI THER -""EPA RA TI ON CAN BE
ACHIEVED THE PIPE SHALL BE ENCASED IN CONCRETE FOR A
DISTANCE OF 10' ON EI THER SIDE OF THE CROSSING.
DA TE.
LL UNDFRCR OUND U TILI TY DA /-A REPRE-3EN T' RECORD
Vi`-ORVVIA TION RECO VCRED THROUGH RESE4 � Cr! vv THOU
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