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Home My WebLink AboutSD-349-20 or r 6 W N �Q 2 O O� 2 Q ('j) 4 2� Q� O W v+0 PIS 4 1 WF{ 2 ( EDGE OF BORDERING NOW OR FORMERLY !�- VEGETATED WETLAND CHAN KUNG It HYUN -SOOK KIM AL (SEE NOTE 5) (DEED BOOK 22249, PAGE 230) A ',f3 AL MF /4�°►j�l / AL OLI AL 14" IL ` ldOiC = �_ �• imlV lE,.j : ;a �dg. 1 ous �GRE grrr�- • SIOIL =GF ' 2 STORY (SEE N TE AV WOODAAME l BU ING L '1 �a1 R 122 �O i 9p. 0 s OF DEEDS USE ONLY 4 CONIFEROUS TREE DECIDUOUS TREE RETAINING WALL STONE RETAINING WALL LINE OF IIEGETA77ON STONE WALL SLOPES 15q OR GREATER • s s e o -r-- DIRECTION OF OVERLAND FLOW y, FLOWAGE RIGHTS ig8 ® TEST PIT 1,1�'tt_11�_ �_ _ CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO N077CE 1 OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE v c m c t ids,. TOWN CLERK DATE � o o Z C � D o NOW OR FORMERLY o �� WOODHAVEN REALTY TRUST z /90-j n lllo D g m m =O W z a c f N � r z. m � i % NOW OR FORMERLY FRANK KIRKLANDROL L UP1132 / / . 1f5 t � �r /176 166 NOW OR FORMERLY tbg - /` j NOW OR FORMERLY l 1�8 VAUGHAN K. BOGOSIAN 1 70 / R GERALD & ELLEN GABRIELSE / (DEED BOOK 13065, PAGE 707) / (DEED BOOK 18286, PAGE 603) f -F WF% 16 �1 0 v` � z ' n I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA770N, AND BELIEF, THAT g d THIS PLAN WAS PREPARED' IN ACCORDANCE "THIS PLAN IS SUBJECT TO A COVENANT DATED 3141 1 ?0___" WITH THE RULES AND REGULATIONS OF THE REG TERS OFD DS "THIS PLAN IS SUBJECT TO A CER77FICATE OF ACTION DA TED ,3�__" AA.A Y "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED LA ON ASSOCIATE , INC. DATE DWG No. 24 77ANL Y(XREF.• 2477M APPROVED BY bA fE 031111111 W. R. ME &Q TES, 1. ELEVATIONS REFER TO THE TOWN OF LEXINGTON SEWER DATUM. 2. THE LOCATION OF ALL UNDERGROUND U7ILITIES 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 U77LI77ES DEPICTED OR NOT DEPICTED. 7HE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONS7RUC770N, SHALL VERIFY 7HE 10CA71ON OF ALL UTILITIES AND CONTACT DIG SAFE AT 1- 800 - 322 44844. J. SOIL CLASSIFICATION & DESCRIP770M WAS DERIVED FROM THE MIDDLESEX COUNTY MASSACHUSETTS INTERIM SOIL SURVEY REPORT SECOND EDITION. 4. SEE SHEET 1 OF 11 FOR ADD17IONAL NOTES. 5. EDGE OF VEGETATED WETLAND AREAS WERE DETERMINED BY LELITO ENVIRONMENTAL CONSULTANTS ON APRIL 12, 1994 AND APPROVED BY THE LEXINGTON CONSERVATION COMMISSION. 6, 100 YEAR FLOOD ELEVA77ON HAS BEEN DERIVED FROM FLOOD HAZARD COMMUNITY PANEL NO 2501980005C, DATED SEPTEMBER 30, 1983 PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. Z THERE ARE NO VISIBLE ROCK OUTCROPPINGS ON THE SITE 35C — HINCKLEY LOAMY SAND, 8 -15R SLOPES CONSISTS OF NEARLY LEVEL TO VERY STEEP, DEEP, EXCESSIVELY DRAINED SOILS ON GLACIAL OUTWASH PLAINS, TERRACES, KAMES, AND ESKERS. THEY FORMED IN GRAVELLY AND COBBLY, COARSE TEX7URED GLACIAL OUTWASH, HINCKLEY SOILS HAVE FRIABLE OR LOOSE, GRAVELLY AND VERY GRAVELLY SANDY LOAM TO LOAMY COARSE SAND SURFACE SOIL AND SUBSOIL WITH RAPID PERMEABILITY, OVER LOOSE STRAI7FIED SANDS AND GRAVELS, SUBSTATUM AT 12 TO 30 INCHES WHICH HAVE VERY RAPID PERMEABILITY. MAJOR LIMITA77ONS ARE RELATED TO SLOPE AND DROUGH77NESS. O " -18" 18' -36" 36" -132" ROBERT T. & Rt 24 GREEM MEDFORD. FEET ( METERS 0 •7. ty SOILS LOG: TEST PIT '! & SUBSOIL 0 " -18" TOP & SUBSOIL 1RSE SAND 18' -36" COARSE SAND 1RSE SANDY GRAVEL 36" -132" COARSE SANDY GRAVEL NES W 8" STONES TO 8" TEST PIT dI2 0 " -18" TOP & SUBSOIL 18' -36" MEDIUM SANDY GRAVEL 36" -120" SANDY GRAVEL STONES TO 8" APPLICANT. SUTHERLAND THE WINDERMERE CROUP, INC. ENUE 55 HANCOCK STREET 755 LEXINGTON, MA. 02173 W I =_I n GRAPHIC SCALE SCALE. 1 " =40' 20 40 :a 4 } i SITE ANALYSIS PLAN DEFINITIVE SITE DEVELOPMENT PLAN � LOCATED IN + LEXINGTON, MASSACHUSET'T'S ' (MIDDLESEX COUNTY) GRANGER POND WAY 1. PLANNED RESIDENTIAL DEVELOPMENT :SCALE' 1 " = 40' DATE: SEPTEMBER 29, 1994 LARS'ON ASSOCIATES INC. LANDSCAPE ARCHITECTS /SITE PLANNER 22 MILL STREET, SUITE ONE ARLINGTON, MASSACHUSETTS 02174 TEL. (617)64 f -21`60 FAX. 643 -9221 SHEET No. 2 OF 12 PROJECT No. 2477 LEGEND: p EXIS77NG STONE BOUND EXIS77NG DRAIN MANHOLE ® EXIS77NG SEWER MANHOLE ❑ EXIS77NG CATCH BASIN {} EXIS77NG U77LITY POLE EXIS77NG FIRE HYDRANT ® EXIS77NG WATER GA 7E ® EXIS77NG WATER SERVICE NOW OR FORMERLY m EXISTING SEWER SERVICE BURLINGTON VILLAGE ASSOCIA7ES m EXISTING GAS SERVICE ff1 EXIS71NG GAS GATE O EXIS77NG STORM DRAIN S EXIS77NG SANITARY SEWER Trees are primarily mature oak W EXIS77NG WATER MAIN EXISTING GAS MAIN and White pine trees with some maple, _€ EXIS77MG UNDERGROUND ELECTRIC OHW EXIS77NG OVERHEAD WIRES birch and quaking aspen — —152— — EXISTING CONTOUR �O i 9p. 0 s OF DEEDS USE ONLY 4 CONIFEROUS TREE DECIDUOUS TREE RETAINING WALL STONE RETAINING WALL LINE OF IIEGETA77ON STONE WALL SLOPES 15q OR GREATER • s s e o -r-- DIRECTION OF OVERLAND FLOW y, FLOWAGE RIGHTS ig8 ® TEST PIT 1,1�'tt_11�_ �_ _ CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO N077CE 1 OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE v c m c t ids,. TOWN CLERK DATE � o o Z C � D o NOW OR FORMERLY o �� WOODHAVEN REALTY TRUST z /90-j n lllo D g m m =O W z a c f N � r z. m � i % NOW OR FORMERLY FRANK KIRKLANDROL L UP1132 / / . 1f5 t � �r /176 166 NOW OR FORMERLY tbg - /` j NOW OR FORMERLY l 1�8 VAUGHAN K. BOGOSIAN 1 70 / R GERALD & ELLEN GABRIELSE / (DEED BOOK 13065, PAGE 707) / (DEED BOOK 18286, PAGE 603) f -F WF% 16 �1 0 v` � z ' n I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMA770N, AND BELIEF, THAT g d THIS PLAN WAS PREPARED' IN ACCORDANCE "THIS PLAN IS SUBJECT TO A COVENANT DATED 3141 1 ?0___" WITH THE RULES AND REGULATIONS OF THE REG TERS OFD DS "THIS PLAN IS SUBJECT TO A CER77FICATE OF ACTION DA TED ,3�__" AA.A Y "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED LA ON ASSOCIATE , INC. DATE DWG No. 24 77ANL Y(XREF.• 2477M APPROVED BY bA fE 031111111 W. R. ME &Q TES, 1. ELEVATIONS REFER TO THE TOWN OF LEXINGTON SEWER DATUM. 2. THE LOCATION OF ALL UNDERGROUND U7ILITIES 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 U77LI77ES DEPICTED OR NOT DEPICTED. 7HE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONS7RUC770N, SHALL VERIFY 7HE 10CA71ON OF ALL UTILITIES AND CONTACT DIG SAFE AT 1- 800 - 322 44844. J. SOIL CLASSIFICATION & DESCRIP770M WAS DERIVED FROM THE MIDDLESEX COUNTY MASSACHUSETTS INTERIM SOIL SURVEY REPORT SECOND EDITION. 4. SEE SHEET 1 OF 11 FOR ADD17IONAL NOTES. 5. EDGE OF VEGETATED WETLAND AREAS WERE DETERMINED BY LELITO ENVIRONMENTAL CONSULTANTS ON APRIL 12, 1994 AND APPROVED BY THE LEXINGTON CONSERVATION COMMISSION. 6, 100 YEAR FLOOD ELEVA77ON HAS BEEN DERIVED FROM FLOOD HAZARD COMMUNITY PANEL NO 2501980005C, DATED SEPTEMBER 30, 1983 PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. Z THERE ARE NO VISIBLE ROCK OUTCROPPINGS ON THE SITE 35C — HINCKLEY LOAMY SAND, 8 -15R SLOPES CONSISTS OF NEARLY LEVEL TO VERY STEEP, DEEP, EXCESSIVELY DRAINED SOILS ON GLACIAL OUTWASH PLAINS, TERRACES, KAMES, AND ESKERS. THEY FORMED IN GRAVELLY AND COBBLY, COARSE TEX7URED GLACIAL OUTWASH, HINCKLEY SOILS HAVE FRIABLE OR LOOSE, GRAVELLY AND VERY GRAVELLY SANDY LOAM TO LOAMY COARSE SAND SURFACE SOIL AND SUBSOIL WITH RAPID PERMEABILITY, OVER LOOSE STRAI7FIED SANDS AND GRAVELS, SUBSTATUM AT 12 TO 30 INCHES WHICH HAVE VERY RAPID PERMEABILITY. MAJOR LIMITA77ONS ARE RELATED TO SLOPE AND DROUGH77NESS. O " -18" 18' -36" 36" -132" ROBERT T. & Rt 24 GREEM MEDFORD. FEET ( METERS 0 •7. ty SOILS LOG: TEST PIT '! & SUBSOIL 0 " -18" TOP & SUBSOIL 1RSE SAND 18' -36" COARSE SAND 1RSE SANDY GRAVEL 36" -132" COARSE SANDY GRAVEL NES W 8" STONES TO 8" TEST PIT dI2 0 " -18" TOP & SUBSOIL 18' -36" MEDIUM SANDY GRAVEL 36" -120" SANDY GRAVEL STONES TO 8" APPLICANT. SUTHERLAND THE WINDERMERE CROUP, INC. ENUE 55 HANCOCK STREET 755 LEXINGTON, MA. 02173 W I =_I n GRAPHIC SCALE SCALE. 1 " =40' 20 40 :a 4 } i SITE ANALYSIS PLAN DEFINITIVE SITE DEVELOPMENT PLAN � LOCATED IN + LEXINGTON, MASSACHUSET'T'S ' (MIDDLESEX COUNTY) GRANGER POND WAY 1. PLANNED RESIDENTIAL DEVELOPMENT :SCALE' 1 " = 40' DATE: SEPTEMBER 29, 1994 LARS'ON ASSOCIATES INC. LANDSCAPE ARCHITECTS /SITE PLANNER 22 MILL STREET, SUITE ONE ARLINGTON, MASSACHUSETTS 02174 TEL. (617)64 f -21`60 FAX. 643 -9221 SHEET No. 2 OF 12 PROJECT No. 2477