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Home My WebLink AboutSD-407-C3LOCUS N.T.S. J J 1 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATIONS OF THE REGISTER OF DEEDS OF THE COMMONWEALTH OF MASSACHUSETTS. DATE APPROVED UNDER THE SUBDIVISION CONTROL LAW. LEXINGTON PLANNING BOARD 'DATE: i� cl MAP 50 / LOT 223 MAP 50 / LOT 61B MAP 50 / LOT 224 DH FND. & HELD NICKERSON _'�--�y �5Q PUBLIC WAY) V OAD N/F RODER7 LOT 1 I N/F RONALD G. GRAMMONT 0 9 JEAN ROAD M o o MAP 50 / LOT 61E o o BK 124021633 al / MAP 50 / LOT 66 LOT AREA = 16,576 S.F. ti = 0.3805 ACRES NICKERSON _'�--�y �5Q PUBLIC WAY) V OAD N/F RODER7 0 I 6 MCKERSGV D7iN 0 E MAP go BK 3047 j�o r 22s 2 ? Z / OE?RzF; _ORS 1` ff NOTf /i�6 �,S al / MAP 50 / LOT 66 U ti EXISTING SEWER EASEMENT N/F RICHARD SCHAYE 3p L 7 JEAN ROAD lg2 1v h MAP 50 / LOT 61D gg. WOOD- FRAME GARAGE , DWELLING `!1 L= 29.10' L'81� �a NIf EDGE OF —� LANDSCAPING 20 DH FND. & HELD N20'40'3n w Q (EXCLUDING 'PARCEL A) AKt = ouu ar. I = O.Oi38 A RES NOg's %J( t LANDSCAPED O E W z 1 S fl- �S.Tj�G l OE?RzF; _ORS 1` ff NOTf /i�6 �,S v RU MAP 50 / LOT 66 UTILITY NOTE 0 EXISTING SEWER EASEMENT N/F RICHARD SCHAYE 3p L 7 JEAN ROAD lg2 1v h MAP 50 / LOT 61D gg. LOT AREA = 15,167 S.F. BK 127761483 r. 1, DONNA M. HOOPER, CLERK OF THE TOWN OF LEXINGTON HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. Sw 21 zoo 0 LEXINGTON TOWN CLERK DATE 2f l�1 N/F DAVIS KOCHER 4 NICKERSON RD. /- _ MAP 50 / LOT 226 1 LANDSCAPING BK 125141320 qH FND. & HELD N19_f OO1V 1 `OROa 125 i OF Pq!/EMf�fDOF f ___j LOT 2 tU %J( t LANDSCAPED - CHAIN LINK FENCE E N/F RONALD G. GRAMMONT 9 JEAN ROAD AREA (TYP_) l v o MAP 50 / LOT 66 UTILITY NOTE �a� r ��a MAP 50 / LOT 61C o L X02 LOT AREA = 15,167 S.F. a/ ati LOCATION AND DEPTH OF UNDERGROUND UTILITIES `!1 L= 29.10' BK 29892 IS APPROXIMATE ONLY, AND IS NOT WARRANTED TO o�GK RY W000 glP M1NOUS - WATER MANHOLE BE CORRECT UNDERGROUND UTILITIES ARE SHOWN D4 O 1 1�2 S DWELLING a coNC. BASED ON RECORD DATA PROVIDED BY THE - GAS VALVE EWME _ OE OPERATING AUTHORITIES,AND HAVE BEEN FIELD ' - CONCRETE BOUND WITH DRILL HOLE INSPECTED WHERE POSSIBLE. ADDITIONAL UTILITIES 1 D MAY EXIST WHICH ARE NOT INDICATED ON THESE - SUBSURFACE STORM DRAIN LINE SLA LEO G PLANS. ALL EXISTING UTILITIES SHALL BE VERIFIED - SUBSURFACE GAS LINE S FOR SERVICE, SIZE, INVERT ELEVATION, LOCATIONS, - SUBSURFACE SEWER LINE E ETC. PRIOR TO NEW CONNECTIONS TO OR - SUBSURFACE ELECTRIC LINE R= 15.00' ! A, RELOCATION OF SAME. CONTRACTOR MUST NOTIFY - SUBSURFACE WATER LINE L =1754 R =XXX DIG -SAFE AT 1- 888 - 344 -7233 AT LEAST 72 - RIM ELEVATION T =XXX HOURS PRIOR TO ANY CONSTRUCTION. NOTIFY THIS INV =XXX S27'41'30 "E FIRM IN WRITING OF ANY AND ALL DISCREPANCIES — MEET EXISTING PRIOR TO COMMENCING ANY WORK. GRADE r. 1, DONNA M. HOOPER, CLERK OF THE TOWN OF LEXINGTON HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. Sw 21 zoo 0 LEXINGTON TOWN CLERK DATE 2f l�1 N/F DAVIS KOCHER 4 NICKERSON RD. /- _ MAP 50 / LOT 226 1 LANDSCAPING BK 125141320 qH FND. & HELD N19_f OO1V 1 `OROa 125 i OF Pq!/EMf�fDOF f ___j LOT 2 tU %J( CONC DRUB \ - CHAIN LINK FENCE E N/F RONALD G. GRAMMONT 9 JEAN ROAD / l v o MAP 50 / LOT 66 o �a� r ��a BK 23873/490 L X02 LOT AREA = 15,167 S.F. a/ ati = 0.34819 ACRES `!1 CONTRACTOR TO PAVE — JEAN ROAD AS SHOWN SEE OTHER SHEETS OF THE SUBDIVISION SET FOR ADDMONAL INFORUA77ON III JAN IP FND 120 j4 N/F ALAN PORTER 2318 MASS AVE. MAP 50 / LOT 70 BK 129171571 N/F ELIZABETH & LAWRENCE GOULD 2300 MASS AVE. MAP 50 / LOT 69 BK 250261241 N/F JAMES B & SUSAN D JOHNSON 2270 MASS AVE. MAP 50 / LOT 68 BK 188211155 R0A �4r Q et Q CB /LPT �y�^N �"1 J a m "NGS 54U" ELEV= 312.59' tU %J( CONC DRUB \ - CHAIN LINK FENCE E Q - EDGE OF PAVEMENT _o S(gTf WqL s' o woe o �a� r ��a ❑ L 7 � N/F MARGARET NACKS, IT - DRAIN MANHOLE 1 AARONIROAD R= 15.00' MAP 50 r LOT 7 L= 29.10' BK 29892 CONTRACTOR TO PAVE — JEAN ROAD AS SHOWN SEE OTHER SHEETS OF THE SUBDIVISION SET FOR ADDMONAL INFORUA77ON III JAN IP FND 120 j4 N/F ALAN PORTER 2318 MASS AVE. MAP 50 / LOT 70 BK 129171571 N/F ELIZABETH & LAWRENCE GOULD 2300 MASS AVE. MAP 50 / LOT 69 BK 250261241 N/F JAMES B & SUSAN D JOHNSON 2270 MASS AVE. MAP 50 / LOT 68 BK 188211155 R0A �4r Q et Q CB /LPT �y�^N �"1 J a m "NGS 54U" ELEV= 312.59' REVISIONS: No. DATE 1_ 12/05/01 DESIGN REVISIONS GENERAL NOTES: 1. PLAN REFERENCES: UNLESS OTHERWISE STATED, ALL PLANS ARE RECORDED WITH THE MIDDLESEX COUNTY REGISTRY OF DEEDS: BK 11639 PG 34 BK 6228 - END SK 12501 PG 106 BK 12648 PG 396 BK 11275 PG 16 2. LOCUS IS ZONED AS "RS" AND IS SUBJECT TO THE FOLLOWING ZONING REGULATIONS: MIN. LOT AREA - 15,500 S.F. MIN. LOT FRONTAGE - 125 FT. MIN, FRONT SETBACK - 30 FT. MIN. SIDE SETBACK - 15 FT. MIN. REAR SETBACK - 15 FT. MAX. BUILDING HT - 2.5 STORIES (40 FT) 3. AREA IS LOCATED IN FLOOD ZONE AREA 'G" - AREA OF MINIMAL FLOODING ACCORDING TO THE FEDERAL EMERGENCY MAPPING AGENCY COMMUNITY PANEL NUMBER 250198 0005C+ EFFECTIVE DATE: SEPTEMBER 30, 1983. 4. CONTOURS AND ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD 1929 AS RELATED TO PUBLISHED BENCHMARK DATA PROVIDED BY THE MASSACHUSETTS GEODETIC SURVEY. BENCHMARK DESIGNATED AS 'NGS 54U" WAS RECOVERED FOR USE IN THIS PROJECT BENCHMARK IS LOCATED ON THE NORTHERLY SIDELINE OF MASS AVENUE AND HAS AN ELEVATION OF 312.59'. 5, THIS PLAN IS A RESULT OF AN ON- THE - GROUND SURVEY PERFORMED BY THIS FIRM BETWEEN 08110101 AND 08/15/01. 6. EXISTING SEWER EASEMENT INFORMATION CONTAINED ON PLAN ENTITLED "PLAN AND PROFILE OF SEWER IN LEXINGTON, MA" SCALE 1 " =40' DATED: NOV. 25, 1974, REVISED DEC. 13 1974. PLAN IS ON FILE AT LEXINGTON SEWER DEPT COLER C LAN TON 10 z ENGINEERS AND SCIENTISTS Tel: 508 -230 -9969 45 Eastman Street – Suite Two Fax: 508 -230 -9979 South Easton, MA 02375-1279 '. No. LEGEND — •— • —• —•— - CHAIN LINK FENCE EOP - EDGE OF PAVEMENT - SIGN + 130.6 - SPOT GRADE ❑ - CATCH BASIN / MAILBOX ® - DRAIN MANHOLE Q7 - UNKNOWN MANHOLE 0 - SEWER MANHOLE ® - WATER MANHOLE D4 - WATER VALVE D4 - GAS VALVE OE - ELECTRIC MANHOLE El CB /DH - CONCRETE BOUND WITH DRILL HOLE - TREE LINE D - SUBSURFACE STORM DRAIN LINE G - SUBSURFACE GAS LINE S - SUBSURFACE SEWER LINE E - SUBSURFACE ELECTRIC LINE A, - SUBSURFACE WATER LINE R =XXX - RIM ELEVATION T =XXX - TROUGH ELEVATION (FLOW LINE) INV =XXX - INVERT ELEVATION REVISIONS: No. DATE 1_ 12/05/01 DESIGN REVISIONS GENERAL NOTES: 1. PLAN REFERENCES: UNLESS OTHERWISE STATED, ALL PLANS ARE RECORDED WITH THE MIDDLESEX COUNTY REGISTRY OF DEEDS: BK 11639 PG 34 BK 6228 - END SK 12501 PG 106 BK 12648 PG 396 BK 11275 PG 16 2. LOCUS IS ZONED AS "RS" AND IS SUBJECT TO THE FOLLOWING ZONING REGULATIONS: MIN. LOT AREA - 15,500 S.F. MIN. LOT FRONTAGE - 125 FT. MIN, FRONT SETBACK - 30 FT. MIN. SIDE SETBACK - 15 FT. MIN. REAR SETBACK - 15 FT. MAX. BUILDING HT - 2.5 STORIES (40 FT) 3. AREA IS LOCATED IN FLOOD ZONE AREA 'G" - AREA OF MINIMAL FLOODING ACCORDING TO THE FEDERAL EMERGENCY MAPPING AGENCY COMMUNITY PANEL NUMBER 250198 0005C+ EFFECTIVE DATE: SEPTEMBER 30, 1983. 4. CONTOURS AND ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON NGVD 1929 AS RELATED TO PUBLISHED BENCHMARK DATA PROVIDED BY THE MASSACHUSETTS GEODETIC SURVEY. BENCHMARK DESIGNATED AS 'NGS 54U" WAS RECOVERED FOR USE IN THIS PROJECT BENCHMARK IS LOCATED ON THE NORTHERLY SIDELINE OF MASS AVENUE AND HAS AN ELEVATION OF 312.59'. 5, THIS PLAN IS A RESULT OF AN ON- THE - GROUND SURVEY PERFORMED BY THIS FIRM BETWEEN 08110101 AND 08/15/01. 6. EXISTING SEWER EASEMENT INFORMATION CONTAINED ON PLAN ENTITLED "PLAN AND PROFILE OF SEWER IN LEXINGTON, MA" SCALE 1 " =40' DATED: NOV. 25, 1974, REVISED DEC. 13 1974. PLAN IS ON FILE AT LEXINGTON SEWER DEPT COLER C LAN TON 10 z ENGINEERS AND SCIENTISTS Tel: 508 -230 -9969 45 Eastman Street – Suite Two Fax: 508 -230 -9979 South Easton, MA 02375-1279 '. No.