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NOTES <br />1.) "IN ACCORDANCE WITH A COVENANT DATED MAY 10, 1989 AND RECORDED HEREWITH." <br />2.) " IN ACCORDANCE WITH A CERTIFICATE OF ACTION, JAN. 12 , 1989, AND RECORDED <br />HEREWITH." <br />3.) "IN ACCORDANCE WITH A SPECIAL PERMIT DATED FEB. 2 , 1989 AND RECORDED HEREWITH." <br />GENERAL NOTE: IN THE EVENT OF ANY CONFLICT OR INCONSISTENCY <br />BETWEEN THE DEVELOPER'S DRAWINGS AS APPROVED BY THE ENGINEERING <br />DEPARTMENT AND THE TOWN OF LEXINGTON STANDARD DETAIL SHEETS, <br />THE MOST CURRENT VERSION OF THE TOWN'S STANDARD DETAIL SHEETS SHALL <br />PREVAIL EXCEPT WHEN SPECIFICALLY WAIVED BY THE TOWN . <br />APPROVED s <br />LEXINGTON PLANNING BOARD <br />OIXTE <br />N/F <br />PRIEST <br />N/F <br />LIBERMAN <br />N/F <br />PU TNAM <br />I , CLERK OF THE TOWN OF LEXINGTON MASS. <br />HEREBY CERTIFY THAT THE NOTICE OF APPROVAL <br />OF THIS PLAN BY THE LEXINGTON PLANNING BOARD <br />HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE <br />AND NO APPEAL WAS RECEIVED DURING THE TWENTY <br />DAYS NEXT AFTER SUCH RECEIPT AND RECORDING <br />OF SAID NOTICE, <br />L <br />DA E TOWN CLERK <br />N/F <br />HOCKADAY <br />N/F <br />KANTROWITZ <br />STONE WALL <br />fOP ELEV. = 304.00 <br />BOT. ELEV. = 299.00 <br />S 1 /o�.` <br />OF W9A� -, . gyp` <br />STONE WALL <br />)P ELEV. = 285.50 <br />)T ELEV. = 283.00 <br />N/F <br />SAUDEF I <br />D 0 R H A Mll <br />CB TO DMH <br />N/F <br />TOWN OF <br />LEX1NG? >i4` <br />r <br />APPROXIMATE LOCATION OF REPORTED SPRING <br />TO BE INSPECTED ON DA9LY BASIS DURING CONSTRUCTION, <br />IF EXCESSIVE WATER FLOW IS OBSERVED FROM SPRING <br />REMEDIAL ACTION WILL BE TAKEN. <br />-4OE <br />N/F <br />BUCKLEY <br />N/F <br />ST. GEORGE <br />N/F <br />COLLARD <br />STONE WALL <br />TOP ELEV = 303.00 <br />BOT. ELEV. = 298.00 <br />TOP ELEV = 298.00 <br />BOT. ELEV. = 294.00 <br />STONE WALL <br />TOP ELEV. = 287.00 <br />BOT ELEV. = 283.50 <br />_f PATH TO BE DETERMINED <br />AND SET IN FIELD <br />PROP RIPRAP <br />CLEAN UP EXIST. END OF CULVERT. SUBJECT TO APPROVAL OF CURRENT OWNER. <br />- - <br />L EDGE OF R 0 _ A <br />$I CNK <br />O. G PAVEMENT <br />2rerm FBI <br />BIT. CONIC <br />CLF. <br />CON C. <br />DMH <br />HYD. <br />OHW. <br />RCP <br />ROW <br />SMH <br />UP <br />WG. <br />m <br />DEVELOPMENT DATA <br />BITUMINOUS CONCRETE <br />CHAIN LINK FENCE <br />CONCRETE <br />DRAIN MANHOLE <br />HYDRANT <br />OVERHEAD WIRE <br />REINFORCED CONCRETE PIPE <br />RIGHT OF WAY <br />SEWER MANHOLE <br />UTILITY POLE <br />WATER GATE <br />USABLE OPEN SPACE (0 -10 %SLOPE) <br />RECORD OW <br />OTIS S. BROWN <br />ONE MILITIA DRIVE <br />LEXINGTON, MASS. <br />REFERENCES: <br />MIDDLESEX REGISTRY OF DEEDS <br />SOUTH DISTRICT <br />DOCUMENT NO. 690, DEC. 30, 1986 <br />TOTAL LAND AREA 160,532±; <br />DEVELOPMENT SITE AREA 160,532± <br />COMMON OPEN SPACE 41,700 t; <br />ESTIMATED TOTAL IMPERVIOUS COVERAGE 32,100t S. <br />ESTIMATED SITE COVERAGE OF BUILDINGS 15,000¢ S. <br />COMMON OPEN SPACE UNDER 10% AVAILABLE 35,400t S. <br />COMMON OPEN SPACE UNDER 10% REQUIRED 24,500* S. <br />PROPOSED SITE IMPERVIOUS COVERAGE 29,710 ±S. <br />282aj B 4RT - -�SMH UTILITY NOTE <br />IL CONVERT EXIST. STRUCTURE TO CS IF FOUND ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE <br />RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES <br />LIMIT OF WORK AND ARE APPROXIMATE ONLY. ACTUAL LOCATIONS MUST BE DETERMINED IN THE <br />OVERLAY EXISTING PAVEMENT WITH NEW TOP COURSE FIELD BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKRLLING., GRADING, <br />C° EXGDEALF MAT EXISTING GRADES REQUIREMENTS. WORK. PAVEMENT RESTORATION OR REPAIRING. ALL UTILITY COMPANIES, PUBLIC. AND <br />PRIVATE, MUST BE CONTRACTED INCLUDING THOSE IN CONTROL OF UTILITIES NOT <br />BEGIN VERTICAL SHOWN ON THIS PLAN SEE CHAPTER 370, ACTS OF 1963 MASS. GENERAL LAWS. WE <br />GRANITE CURB ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES <br />OMITTED OR INACCURATELY SHOWN. BEFORE PLANNINING FUTURE CONNECTIONS, <br />N /9F THE APPROPRIATE PUBLIC UTILITY ENGINEERING DEPARTMENT MUST BE 03NSULTED. <br />ARMSTRONG <br />SHEET 4 OF I I SHEETS <br />e <br />DWG. NO. 1468.25 JOB NO. 7. 2676 00 <br />REVISED 12/14/88 REVISED 2/21/89 <br />STONE WALL REVISIONS AT HILL STREET- R <br />UNITS 6 & 7 RELOCATED SIDEWALK <br />HYDRANT RELOCATED <br />REVISED 11/17/88 <br />REPLACE SLOPED GRANITE CURB WITH <br />VERTICAL GRANITE CURBING <br />REVISED 5/5/89 UTILITIES <br />(20 %) <br />(MIDDLESEX COUNTY) <br />vo of 4 PREPARED FOR COi� LL /�R� <br />��s a. SCALE: 111® OCTOBER 7119E <br />coIRslN i THE DSC GROUP-BEDFORD INC. <br />Na. zteoe y <br />LAND SURVEYORS CIVIL ENGINEERS <br />IAND 18 NORTH ROAD BEDFORD, MAS <br />FEET 0 20 40 80 16 <br />METERS 0 5 10 20 40 <br />