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HomeMy WebLinkAboutSD-361-2Y Y. I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLDEGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. FOR MERIDIAN ENGINEERING, INC. DATE RIA ONLY R M 8158.24 1NV (1N)= 154.36(CB 1NV. (OUT) = 154.09 SMH RECORD LOCATO (PAVED OVER) I APPROXIMATE LOCATION - OF EXISTING 8" D_1: WATER LINE FEET 40 METERS D Q EXISTING DRAIN MANHOLE © EXISTING SEWER MANHOLE ❑ EXISTING CATCH BASIN EXISTING UTILITY POLE ►;a EXISTING FIRE HYDRANT ` ® EXISTING WATER CA 7E — D D — EXISTING STORM DRAIN \ — S s— EXISTING SANITARY SEWER Ex /sr. —w—w— EXISTING WATER MAIN o #106 �� t \ \ WF #14 -.;V OHW OHW— EXISTING OVERHEAD WIRES EXISTING GRADE BORDERING CONIFEROUS TREE i DECIDUOUS TREE BIT. ' > \ Y)Rl WAY ARA G \ 1 \ VE TA TED WF l3 \ �» �r NOW O FORMERLY SELF ��j;,TESfO EXISTING VEGETAI7 �rt 20 "! CHAR S L� & i ( "C ) J ON LINE SMH 5 JUDITH AA MCKENZILt \ \ V / r ' R/M =14 4 \ ® TPA' TEST P1 i INV(ON) 13'6.60(6'FRO),( HOUSE) } \} 'WI 12 } 1 0 0 o s -�- INV. (OU T)= 136.60(SMH #6) � � >� y DIRECTION OF OVERLAND FLOW �. SLOPES 15% OR GREATER o \o • �" P �} A4I1EII 2 BOUNDARY OF SOIL TYPE STOCKADE FENCE "Isort 0 0 CHAIN LINK FENCE WIRE FENCE Y ; tg» e r o e ( WF/ft 4. NFP WETLAND FLAG ®Ole 0 L }} z ACP ASBESTOS CEMENT PIPE BIT. CONC. BITUMINOUS CONCRETE TPA' , �m \ TP { » v BIRD N SE ® \ NOW OR FORMERLY Q 2 v V ! \ TOWN OF LEXINGTON itr r j`f �J \ \` ! �/ � e o of ®-:�- % l \ • .,1 � } Q F p� 48" }t �F IV g } � ONC. i 3CORNERo X24" 6 -' ,/ WF{16 `\ \ �� \ BOARD T. �WFIf45 (SEE NOTE #6) ASSSS� S� Fv24 v� ON w �•,.� l + 1p` � \ \ X n � �e / / y TREE z' xovsF (2) CA \ p r c� \ f i S\, 574± ❑f s , \ tJ u EXt ass DWELLING so #178 NOW OR FORMERLY MORDECHAI L. & EMSTTNG JEAN M. ARIN SLOPE EASEMENT END DITCH H F 'NOW OR kORMERLY �W 0 0 ` • \ 01 MARILYN MARIL YN SOMERS I 1 \ all \ \ 4 1. 17H Ax� �v (SEE NOTE #2) � \ l � , r ��o��c � \ r" WF #1 � yQ� 140 NOW OR FORMERLY MAR77N & BARBARA E. KRAMER BM # DESCRIP77ON ELEV. ® X" CUT ON CAP BOLT OF FIRE HYDRANT IN FRONT 164.09' OF HOUSE NO. 110 GROVE STREET ON MARCH 19, 1994, ® X" CUT SET IN CONCRETE 152.26' CAP OF STONE WALL AT REAR OF 2 SOIL CLASSIFICATION & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUNTY HOUSE NO. 110 GROVE STREET MASSACHUSETTS INTERIM SOIL SURVEY REPORT, SECOND EDITION. B®1fo® DA 7E "THIS PLAN IS SUBJECT TO A COVENANT DATED O'w "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED "THIS PLAN 1S SUBJECT TO A SPECIAL PERMIT DATED .® ' No. 2715ANL 2715MAIN) fi 0 =#71 e ,r 1. TEST PITS WERE WITNESSED AND RECORDED BY MERIDIAN ENGINEERING COLLABORATIVE, INC. " ON MARCH 19, 1994, 2 SOIL CLASSIFICATION & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUNTY MASSACHUSETTS INTERIM SOIL SURVEY REPORT, SECOND EDITION. 3. BASED ON FLOOD HAZARD COMMUNITY PANEL No. 250198 0005 C, DATED SEPTEMBER 30, 1983 ; PREPARED BY THE FEDERAL " EMERGENCY MANAGEMENT AGENCY, THE SUBJECT PROPERTY IS LOCATED IN ZONE C. (AREAS OF MINIMAL FLOODING). NO PORTION OF THE SITE IS SUBJECT TO THE 100 YEAR FLOOD. 4, TOPOGRAPHIC DETAIL, NATURAL AND MAN MADE SURFACE FEATURES ARE BASED ON A FIELD SURVEY BY MERIDIAN ENGINEERING COLLABORATIVE, INC. BETWEEN NOVEMBER ( 8, 9, & 10, 1993 AND JULY 26, 1994. 5. ZONING DISTRICT IS RO. " 6. ELEVATIONS ARE BASED ON "THE TOWN OF LEXINGTON SEWER DATUM. STARTING BENCHMARK. FRONT CAP BOLT ON HYDRANT IN FRONT OF #110 GROVE STREET.- � ELEV.= 164.09'. BASED ON DATA PROVIDED BY THE LEXINGTON ENGINERERING DEPARTMENT. 7 LOCUS DEED RECORDED AT THE MIDDLESEX SOUTH REGISTRY OF DEEDS IN DEED BOOK 14791, PAGE 119, 8, THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE AND ARE BASED (UPON A PARTIAL FIELD SURVEY AND COMPILATION OF PLANS OF RECORD. MERIDIAN ENGINEERING COLLABORATIVE, INC DOES NOT . WARRANTY NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED, THE CONTRACTOR,: PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL UTIL177ES AND CONTACT DIG SAFE AT 1-800-322-4844. 9, SUBJECT PROPERTY IS SHOWN AS PARCEL 112 & 113 ON LEXINGTON ASSESSORS MAP 10 BORDERING VEGETATED WETLANDS WERE DEMARCATED BY LELITO ENVIRONMENTAL CONSULTANTS ON SEPTEMBER 7, 1993 AND APPROVED BY THE LEXINGTON CONSERVA77ON COMMISSION ON OCTOBER 31, 1994_ , 11. THERE WERE NO VISIBLE ROCK OUTCROPPINGS DETECTED ON THE SITE BY MERIDIAN ENGINEERING COLLABORATIVE, INC. DURING THE TOPOGRAPHIC SURVEY 12. MINOR ROAD NOISE CAN DEVELOP AT TIMES FROM ROUTE 128 (ROUTE 95). i' s 13: THERE ARE NO HISTORICALLY OR ARCH17ECTURALLY SIGNIFICANT STRUCTURES ON OR ADJACENT TO THE SITE. TEST PIT A TEST PIT B 0 -12" LOAM 0 -18" LOAM 12 " -50" COARSE SAND 18 " -46" COARSE SAND 50"- 72" SILTY' SAND BOTTOM OF TEST) 46" -108" SILTY SAND GROUND WATER ® 42 GROUND WATER NOT FOUND GROUND WATER ELEVATION= 137.5E i 1130 - CANTON/ FINE SANDY LOAM, 8 -15X SLOPES CONSISTS OF NEARLY LEVEL TO VERY STEEP, DEEP (5+ FEET), WELL DRAINED SOILS ON UPLANDS. THEY FORMED IN GLACIAL TILL, GROUND MORAINE AND ICE CONTACT " STRATIFIED DRIFT. CANTON SOILS HAVE FRIABLE FINE SAND LOAM SURFACE SOIL AND SUBSOIL WITH MODERATELY RAPID PERMEABILITY, OVER A LOAMY COARSE SAND TO LOAMY FINE SANDY SUBSTRATUM AT 18 TO 36 INCHES WITH RAPID PERMEABILITY. CANTON SOILS HAVE A VERY STONY OR EXTREMELY STONY SURFACE, EXCEPT WHERE STONES HAVE BEEN REMOVED AND HAVE STONES BELOW THE SURFACE. MAJOR LIMITATIONS ` ARE RELATED TO SLOPE AND STONINESS 37B - MERRIMAC FINE SANDY LOAM CONSISTS OF NEARLY LEVEL TO STEEP, DEEP, SOMEWHAT EXCESSIVELY DRAINED SOILS ON GLACIAL OUTWASH PLAINS, TERRACES AND KAMES. THEY FORMED IN } WATER - SORTED, SANDY GLACIAL MATERIAL. MERRIMAC SOILS HAVE FRIABLE FINE SANDY LOAM AND SANDY LOAM SURFACE SOIL AND SUBSOIL WITH MODERATELY RAPID PERMEABILITY OVER A LOOSE STRATIFIED SAND AND GRAVEL SUBSTRATA AT 18 TO 30 INCHES WITH RAPID PERMEABILITY. a: DEBRA D. CARY MARK MOORE HOMES, INC. 110 GROVE STREET 74 BEDFORD STREET LEXINGTON, MASSACHUSETTS 0217J LEXINGTON, MASSACHUSETTS 02173: 'I DEFINITIVE FLAN SECTION 7.4.5. SITE ANALYSIS MAP LOCATED IN �T�r ryss�s 1� 1 �' i�d �7 � br l l rAf1,V .FSlsX MbrArTY) PREPARED FOR MARK MOORE BIOMES, INC. SCALE: 1" = 40' DATE: OCTOBER 4, 1995 I i EN GI NEEDING, I'NC. 100 CORPORATE PLACE, SUITE 103 PEABODY, MASSACHUSETTS 01960 TELEPHONE: (508) 535 - 7328;! ): SHEET No. 2 OF 9 PROJECT No. 2715