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HomeMy WebLinkAboutSD-341-2NO I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLDEGE, INFORMATION, AND BELIEF THAT THIS PLAN WAS PREPARED IN ACCORDANCE WIjH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS_ v-z2 -IV ASSOCIATES, INC. DATE FOR REGISTRY OF DEEDS USE ONLY 1 JOG Q _ Sh OF PA4fv lI Q a X NOW OR FORMERLY WqL e200' - TOWN OF LEXINGTON fd -!W H' y * (THE WALDORF SCHOOL) 0 // ' �_ ? 12" P I 1 �Z II BUZ NC n 8= PARKING AREA RC 4 /N J EN C U K 1 12C7 t I I ^ NOW • • FORMERL � ; poop -TE j BITUMINOUS CONCRE PARKING AREA ---Y 42 ON FENCE AT LEG -K OF SI WALK EXIST -NT CON C! WA t UIL! Z28" �� • d 1669 40=' NO. S77NG BIT. , {} VC. DRIVE - EXIS77NG U77LITY POLE EXIST. 42" TP 'C' L TYRE• 37 1 612" � -R OR 0M UNKNOWN XxW a --__. & � 12„ ,� C31 Sol 1 1 "'P . 351 (SEE NOTE 12) 7P A SEE —NOTE #2) � ® sp /� Dt14DE TP ,D, 36" z 38 " � - 784 -------- � EA 73,,125± S. 18" � 24' 24" \✓ 18 �� NOW OR FORM Y E D C L F. ROBEET -CACtTER O 066 8 OF IRON FENCE w =� 8" " J ate. 2/ s h :RS 1 � � C 1 1 i Q1 1 �I 1 �I I �I ICI I �1 t / t I I: NOW OR FORMERLY V I II TOWN OF LEXINGTON 1 (THE WALDORF SCHOOL) 4 1 1 1 1 1 � 20" \ P-5' CHAIN LINK 7 FENCE tQ NOW OR FORMERLY TOWN OF LEXINGTON (THE WALDORF SCHOOL) O LEG 8+' 7 —��- (2)18» EXISTING DRAIN MANHOLE Q REVISE NAME' OF ROAD EXISTING SEWER MANHOLE ZO NO. EXISTING CATCH BASIN {} 170., � EXIS77NG U77LITY POLE 1 �4 (Zj1Z" © t EXISTING TELEPHONE MANHOLE �} EXISTING LIGHT POLE pd BUILDING EXISTING WATER GATE O EXISTING WATER SERVICE 6 EXISI7NG EXISTING GAS GATE –� GRAVEL SIGN -- DRIVEWAY MAILBOX EXISTING GUARD RAIL BUILDING f EXISTING STORM DRAIN 2/ s h :RS 1 � � C 1 1 i Q1 1 �I 1 �I I �I ICI I �1 t / t I I: NOW OR FORMERLY V I II TOWN OF LEXINGTON 1 (THE WALDORF SCHOOL) 4 1 1 1 1 1 � 20" \ P-5' CHAIN LINK 7 FENCE tQ NOW OR FORMERLY TOWN OF LEXINGTON (THE WALDORF SCHOOL) O LEG ' EXISTING STONE BOUND © EXISTING DRAIN MANHOLE Q REVISE NAME' OF ROAD EXISTING SEWER MANHOLE ❑ NO. EXISTING CATCH BASIN {} 8Y EXIS77NG U77LITY POLE EXISTING FIRE HYDRANT © EXISTING TELEPHONE MANHOLE �} EXISTING LIGHT POLE pd EXISTING WATER GATE O EXISTING WATER SERVICE 6 EXISTING GAS GATE –� SIGN MAILBOX GUARD RAIL EXISTING STORM DRAIN — S S— EXISTING SANITARY SEWER —w—w— EXISTING WATER MAIN — c c— EXISTING GAS MAIN —E E EXISTING UNDERGROUND ELECTRIC —OHW OHW— EXISTING OVERHEAD WIRES — —152– — – EXISTING GRADE CONIFEROUS TREE DECIDUOUS TREE RETAINING WALL STONE RETAINING WALL 7REE LINE STONE WALL rk TEST PIT • • e 0-ow– DIRECTION; OF OVERLAND FLOW SLOPES 15Z OR GREATER ®® ®� BOUNDARY OF SOIL TYPE APPROVED BY- LEXINGTON PLANNING BOARD DA TE "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED'��� " APPROXIMATE LOCATION �,E�XISRN OF A 10' WIDE EASEMENT "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED' A%m a—�w UDIN CONVEYED TO THE COLONIAL 1611 BEACON OIL COMPANY (DEED BOOK 6814, PAGE 214) _ DEPICTED ON PLAN ,273 OF 1945 _ n /BRIDGE NOW OR FORMERLY JAMES L. PRANSKY, _ -- gRoOK NOW OR FORMERLY CHARLES D. DONAHUE _ - - FLOW TOWN OF LEXINGTON & PETER BRO_ - - -- SCKL� (THE WALDORF SCHOOL) - -- FLOW NOW OR FORMERLY APPROXIMATE LOCATION TOWN OF LEXINGTON OF EDGE OF BROOK CLERK OF THE TOWN OF LEXINGTON ` MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAYY OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEEVED 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. 1 � 1 t FAN C "l( LERK ATE DWG No. 2402MAIN(SCRIPT.-2402ANLY) REWS/ONS r t- 4 1. TEST PITS WERE WITNESSED AND RECORDED BY MERIDIAN ENGINEERING COLLABORATIVE, INC ON SEPTEMBER 13, 1993. 2. SOIL CLASSIFICA77ON & DESCRIPTIONS WERE DERIVED FROM THE MIDDLESEX COUNTY MASSACHUSETTS INTERIM SOIL; SURVEY REPORT, SECOND ED17701V 3. BASED ON FLOOD HAZARD ,COMMUNITY PANEL No. 250198 0005 C, DATED SEPTEMBER 30, 1983 PREPARED BY 77-IE FEDERAL EMERGENCY MANAGEMENT AGENCY. SURFACE FLOODING WITHIN A 100 YR, STORM EVENT IS LOCATED IN ZONE C. (AREAS OF MINIMAL FLOODING –NOT SITED AS FLOOD HAZARD AREAS) 4. TOPOGRAPHIC DETAIL, NATUI7AL AND MAN MADE SURFACE FEATURES ARE BASED ON A FIELD SURVEY BY MERIDIAN ENGINEERING COLLABORARVE, INC. GAS LINE AND WATER LINE INFORMATION DEPICTED HEREON WAS COMPILED FROM RECORD DATA. 5. ZONING DISTRICT IS RT. 6 ELEVATIONS ARE BASED ON, THE TOWN OF LEXINGTON SEWER DATUM. 7. LOCUS DEED RECORDED AT ;THE MIDDLESEX SOUTH REGISTRY OF DEEDS IN DEED BOOK 21268, PAGE 365. 8. THE LOCATION OF ALL UNDERGROUND U77LIT7ES 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. THE CONTRACTO)t PRIOR TO COMMENCEMENT OF CONSTRUCT70N, SHALL VERIFY THE LOCARON OF ALL U77LITIES AND CONTACT DIG SAFE AT 1 -800- 322 -4844. 9. SUBJECT PROPERTY IS SHOWN AS PARCEL 54 ON LEXINGTON ASSESSOR'S MAP 22. t SOILS INFQmm TION: TEST PIT A TE-12T PIT ELEV. = 190.37' ELEV. = 191.37' 0' -15' LOAM &TOPSOIL 0 " -15' LOAM & TOPSOIL 15' -84' BONY GRAVEL, STONES 1 - -6" 15'-24" SUBSOIL 84" -100° FINE SAND i 24' -60" BONY GRAVEL, STONES 1 " -6° 100" -124" FINE SAND WITH BOULDERS SOME STONES TO 24' 12' -24' 60" -110" SAND & 77GH7LY PACKED BOULDERS 124" TIGHTLY PACKED BOULDERS NO GROUND WATER OBSERVED NO GROUND WATER OBSERVED TEST PIT B TEST PIT D ELEV. = 187.47' ELEV. = 184.57' 0' -12' LOAM & TOPSOIL O " -15" LOAM & TOP SOIL 12 " -20" SUBSOIL 15' -24" SUBSOIL, TREE ROOTS, 20" -100" BONY GRAVEL, STONES 1" -6" STONES 1"-6', TRACES OF FILL 100" -120' TIGHTLY PACKED BOULDERS 60' -90- BONY GRAVEL, STONES 1 " -6" NO GROUND WATER OBSERVED NO GROUND WATER OBSERVED i SOIL DESCRIPiRO- NS.- 35C – HINCKLEY LOAMY SAND, 8 -15X SLOPES CONSISTS OF NEARLY LEVEL TO VERY STEEP, DEEP, EXCESSIVELY DRAINED SOILS ON GLACIAL OUTIWASH PLAINS TERRACES KAMES, AND ESKERS THEY FORMED IN GRAVELLY AND COBBLY, COARSE TEXTURED GLACIAL OUTWASH. HINCKLEY SOILS HAVE ffABLE OR LOOSE, GRAVELLY AND VERY GRAVELLY SANDY LOAM TO LOAMY COARSE SAND SURFACE SOIL AND SUBSOIL WITH RAPID PERMEABILITY, OVER LOOSE STRATTFIEb SANDS AND GRAVELS, SUBSTRATUM AT 12 TO 30 INCHES WHICH HAVE VERY RAPID PERMEABILITY MAJOR LIMITATIONS ARE RELATED TO SLOPE AND DROUGHTINESS 37B – MERRIMAC FINE1 SANDY LGAM CONSISTS OF NEARLY LEVEL TO STEEP, DEEP, SOMEWHAT EXCESSIVELY DRAINED SOILS ON GLACIAL OLIthASH 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 WTH MODERATELY RAPID PERMEABILITY OVER A !LOOSE' STRATIFIED SAND AND GRAVEL SUBSTRATA AT 18 TO 30 INCHES MTH RAPID PERMEABILITY. r is GRAPHIC SCALE SCALE: 1 " =40' 4 FEET 40 0 20 40 80 160 METERS 0 110 20 4D 60 i i � I SITE ANALYSIS FLAN LEXINGTON, / LOCATE�D IN %1 (MIDDLESEX CO UNTY) 1! DANA COURT A PLANNED RESIDENTIAL DEVELOPMENT SCALE. I"= 40' DATE: JAN. 20, 1994 LARSON .ASSOCIATES INC. 19 LANDSCAPE ARCHITECTSISITE PIANNERS _� 22 MILL STREET, SUITE ONE o � ARLINGTON, MASSACHUSETTS 02174 1 4 -20 -94 REVISE NAME' OF ROAD KPF REW NO. DATE DESCRIPTION 8Y CHK'D