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Home My WebLink AboutSD-471-528.0 L. F 8" SCHi- 40 P VC, S= L 5z::: Mop 0. 119 LACONIA STREET KINGS HEATH TRUST 57 WREN TERRACE QUINCY, MASSACHUSETTS 02169 —DEED BOOK 6J021, PAGE 263 III LACONIA STREET LACONIA STREET LLC P.O. BOX 615 CONCORD, MA SSA CHUSE TTS 0 1742 —DEED BOOK 63424, PAGE 5.50 * *DENOTES DOCUMENTS RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS. LEXINGTON PLANNING BOARD EA f' C 7' q — - ------- - - - ----------- - FOR EXISTING LEGEND) CLERK OF THE TOWN OF LEXINGTON, (SEE SHEET 2 MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPRO-VAL OF nd PROPOSED PROPERTY LINES THIS PLAN B Y THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED t mmmmm= Sam== 109= PROPOSED LIMIT OF WORK LINE AND RECORDED A T THE OFFICE AND NO NOTICE OF APPEAL WAS P YD PROPOSED YARD DRAIN RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND PSS PROPOSED SEWER SERVICE RECORDING OF SAID NOTICE. _pws PROPOSED WA TER SERVICE t P7rc— PROPOSED TELEPHONE, ELECTRIC, CABLE NOW OR FORMERLY: PD PROPOSED 8"' SCH 40 PVC DRAIN LINE p PROPOSED LIMIT MOHAMMED A. & A I'mout PRD PROPOSED 6"' SCH 40 PVC ROOF DRAIN OF WORK LINE SHERMIN JALEEL PROPOSED FIL 7ERMITT TYP. TOWN DA 7F TYPICAL (Typ) SF SQUARE FEET' TEST PIT 7BR TO BE REA40 VED p YD PROPOSED YARD DRAIN LQ= MA& BI T CONC, B/ TUMINOUS CONCRETE SCH 40 SCHEDULE 40 (NOT TO SCALE) DA TE: PROPOSED SEWER MANHOLE zj loo PROPOSED ELECTRIC HANDHOLE PROPOSED CONSERVA TION MARKER Khl No. h 1WEE fi ranf% wlm PROPOSED RELOCATED UTILITY POLE X AP R 4JCA N Z & BILL •)ICLESHYMER & MICHAEL WALSH P. 0. BOX 615 CONCORD, MASSACHUSETTS 01742 . ........ . ........... NOW OR FORMERL Y COUN TR YSIDE BIBLE CHAPEL, INC. TEST PITS WERE PERFORMED ON MARCH 21, 2014 BY PETER POMMERSHEIM (CERTIFIED SOIL EVALUATOR SE3046) OF MERIDIAN ASSOCIATES, INC. TEST PIT: TP14-1; ELEV.=220.0—+ 0 "--4" HORIZON A: FINE SANDY LOAM 4"-20sp HORIZON B: FINE SANDY LOAM 20"-80-" LAYER CI: GRAVELY SAND 80 "--124" LAYER C2: LOAMY SAND NO ESHGW OR REFUSAL NO STANDING WA TER OR WEEPING OBSERVED TEST PIT. 7P14-2; ELEV.=222.5-f 0 "t— 4 0' HORIZON A: FINE SANDY LOAM 4 "-26 HORIZON H: FINE SANDY LOAM 26" -124"' LAYER Cl: GRAVELY LOAMY SAND NO ESHGW OR REFUSAL NO STANDING WA TER OR WEEPING OBSERVED WF_ 14 TEST PIT: 7P14-3; ELEV. =222.5 TEST PI T.• 7P14-5; ELEV.=22J.Jt7 011-81.1 HORIZON A: FINE SANDY LOAM 0"-12" HORIZON A: FINE SANDY LOAM 8'J-20-" HORIZON B: - FINE SANDY LOAM 12"-26" HORIZON 3: FINE SANDY LOAM 20 "--88" LA YER C1: GRAVELY LOAMY SAND 28 "- --105" LAYER Cl: SAND 88 "- 1.24" LA YER C2: GRA VEL Y LOAMY SAND 88'0— 124 LAYER C2. LOAMY SAND NO ESHGW OR REFUSAL NO ESHGW OR REFUSAL NO STANDING WA TER OR WEEPING OBSERVED NO STANDING WA7ER OR WEEPING OBSERVED TEST PIT: 7P14-4; ELEV=221.0 7ESTPIT.- 7P14-6; ELEV.=224.2.* 0"-40" FILL o " -8" TOPSOIL & LOAM 40"-48" HORIZON A: FINE SANDY LOAM 8'0 -124" LAYER Cl: GRAVELY LOAMY SAND 48 70" HORIZON B: FINE SANDY LOAM NO ESHGW OR REFUSAL 70 -12&" LA YER C 1: COURSE & GRA VEL Y SANG No S TANDING WA 7ER OR WEEPING OBSERVED NO ESHGW OR REFUSAL NO STANDING WATER OR WEEPING OBSERVED EDGE OF - BORDERING VEGE TA 7ED NEXANDS (SEE N07E 9) GRAPHIC SCALE SCALE., I"*=20' FEET 20 0 10 20 40 80 METERS 0 10 20 3o DWG. NO. 5305—REC ROE& ALL U77UTY CONNEC77ONS MADE WMIN LACONIA VREET SHALL. MEET W 70*N OF LEXINGTON STANDARDS AND ,REGULA 71ONS. bQM ALL PROPOSED SEWR SERWCES SHALL BE 6'0 PVC {SCH40) AND SHALL H.A VE A MINIMUM SLOPE OF 2X FROM THE FOUNDA770M TO 7HE SEKER MAIN. 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT SURVEY CONDUCTED ON THE GROUND BY MERIDIAN ASSOCIA TES, INC. IN 2010-2011 AND APRIL 15, 2014- 2, THE SUBJECT PROPERTIES DEPICTED ARE LOCATED IN THE RO DISTRICT (ONE FAMILY DWELLING). J. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 50, 51 & 78 ON TOWN OF LEXINGTON ASSESSOR'S MAP 54. 4. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MA Y EXIST. A REA SONA BLE AND DILIGENT A rTEMP T HAS BEEN MADE` TO OBSERVE ANY APPARENT, VISIBLE- USES OF THE LAND; HOVIEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST 5. THE LOCUS PROPERTY IS LOCATED IN FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE THE 0.27 ANNUAL CHANCE FLOODPLAIN, PER FEMA FLOOD INSURANCE RATE MAP NUMBER 25017CO404E DATED JUNE 4, 2010. 6. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE TOWN OF LEXINGTON SEWER DATUM. 7 THE FOOTPRINTS FOR THE FOUNDATIONS SHOWN ARE PRELIMINARY, FINAL PLANS SHALL BE SUBMITTED TO THE TOWN DURING THE BUILDING PERMIT APPLICATION PROCESS AND WILL NOT EXCEED THE MAXIMUM GROSS FLOOR AREA CALCULATED FOR Th`IS I 8. THE PROPOSED BUILDING SETBACKS SHOWN HEREON DEPICT THE SETBACK LIMITS TO THE BUILDING FOUNDATIONS ONLY THE SETBACK LIMITS TO ALL OTHER STRUCTURES (OVERHANGS, DECKS, ECT) SHALL COMPLY TO THE TOWN OF LEXINGTON ZONING BYLAW FOR THE RO DISTRICT 9. THE WETLANDS DEPICTED ON THIS PLAN WERE DELINEATED BY LEC ENVIRONMENTAL CONSULTANTS BETWEEN OCTOBER 2011 & NOVEMBER 2012 AND WERE CONFIRMED BY THE TOWN OF LEXINGTON CONSERVATION AGENT IN APRIL 2014. 10. ALL EX1S77NG FIELD STONE TO REMAIN ON—SITE AS LANDSCAPE ACCENTS. 1. ALL PROPOSED SEWER MAINS OR SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 10' SEPARATION HORIZONTALLY ANDIOR 18" VERTICALLY BELOW ANY WATER MAIN OR SERVICE. IF IVE17HER SEPARATION CAN BE ACHIEVED THE SEWER PIPE SHALL BE ENCASED IN CONCRETE FOR A DISTANCE OF 10' ON EITHER SIDE OF THE CROSSING 2. ALL PROPOSED WATER SERVICES (SIZE & TYPE) SHALL BE DESIGNED BY THE PROJECT MEP. J. ALL PROPOSED STORM DRAINS FROM YARD DRAINS TO BE 8" SCH40 PVC. ALL PROPOSED ROOF DRAINS TO BE 6" SCH40 PVC. 4. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, C -W ii ACTOR SHALL VERIFY LOCA770N, 7R C 0 - 0 AND ELEVA 7701.-VS OF ALL EX /SING ON 177 N U77U77-ES- PRIOR TO THE COMMENCEMENT OF 1 CONS7R.-W770N. F CONFLICTS TO THIS PLAN ARE FOUND 7HE COWRACTOR SHALL 'CONTACT THE DESIGN ENGINEER TO REWSE i THE DESIGN IMMEDIA TEL Y. 111 & 119 LACONIA STREET DEFINITIVE SUBDIVISION Associatos,