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HomeMy WebLinkAboutSD-378-1r Q 0 U V7 m m N a m a a, c 0 rn rn ti N y � a a a N/F MANICKAS N/F GREENE \ N/F \ . \DALLAS N' /F DERRICK INV. =OUT 30 1NV. =OUT --'` / i t�0 - _ �� 02.13 � 5`' - INV. =OUT 20' E = \2.40 x F N �E / INV. =OUT 8f 201.90 t " 212 — — s – a°�° � _�1 = — PTO - Fp N/F ti �` �— -- HE�� RMFJ�� WEISER 213 V- ` ` – 1 �\ 7 }' B S/' � `... ,-,r- -... - ,- '"- -- e Vin/ — z1 - t g ti \ � - xss qJV t' ' �' BRIDGE r F� �M ° 0 S211 O 'u/ -- IJDED AREA 6' WIDE 11 p�� X CB /DH EXISTING FND. /- HYDRANT MA 64, PARCEL l% ISTING \ . \ BOOK %16622, PAGE 3 GARDEN \ �1. m SOIL TEST PIT DATA: CI r, F - #4 TEST PIT 1$_� GIRD. EL. 212.8 , O 0., GW. EL. 204.5 � F 16,, FILL N/F 36" N/F SHUNNEY �— G.W. MP =208.5 \\ \ \ \\ DMH RIM= a 1 0 2 –yy8 W.G. MAPLE "I SANDY LOAM FRIABLE .. TROPEANO AD 1 , ..., „n . _ _ 0`�, J SANDY LOAM FRIABLE COARSE SAND LOOSE, UNSIRATIFIEO, 20% GRAVEL. MANY SMALL COBBLES B.I.F. °`y SITE SOILS DATE: 2- 10 -98 THE SOIL SURVEY FOR MIDDLESEX COUNTY, ISSUED JULY 1986, BY THE TEST BY; SOIL CONSERVATION SERVICE, REPORTS THAT THE SOILS AT THE SITE THE BSC GROUP, INC. INCLUDE SUDBURY LOAMY SAND. SUDBURY SOILS ARE CONSIDERED PERC. RATE: TO BE A SANDY SOIL ASSOCIATED WITH GLACIAL OUTWASH PLAINS N/A MIN. /INCH AND HAVE RAPID PERMABILITY. SOIL EVALUATOR JAMES DONOVAN STREAM BED DESIGNATED AS FEMA ZONE "B" (500 YR FLOOD LEVEL) IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED AND A SPECIAL PERMIT DATED �__ , I, CE—ERR—OF THE TOWN OF LEXI GTON HEREBY CERTIFY THAT THE PLANNING BOARD CERTIFICATE OF ACTION APPROVING THIS PLAN 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 LEXINGTON PLANNING BOARD DATE SAID CERTIFICATE. " Au6st3l i DATE TOWN CLERK t✓ f` CB /DH FND. CB DH FND. la CB RIM = 210,12 SB /DH FND. UP T N/F RIBICH N /F" AUSTIN MAP 64, PARCEL 101 BOOK 15078, PAGE 168 _ a �. L9 rr� c� 1' WIDE HEADWALL INV.(OUT)= 207.20 EXISTING HYDRANT AT TAYLOR STREET ' .27 EXIST. CB — RIM = 213.17 4 „V CB /DH FND. — EXIST. CB RIM = 213.21 cRA y NEW WATER SERVICE TAP/ CORP STOP W /GATE PROFESSIO L ENG EER DATE DEFINITIVE SUBDIVISION SITE ANALYSIS PLAN REVERE STREET IN LEXINGTON MASSACHUSETTS (MIDDLESEX COUNTY) MARCH 13, 199E REVISIONS: NO. DATE DESC. 1 5/28/98 EXIST. HYDRANTS PREPARED. FOR; (OWNER /APPLIC\ANT).. DANIEL WHITNEY 22 REVERE STREET LEXINGTON, MA '02173 The BSC Group, Inc. - 293 Washington Street Norwell, Massachusetts 02061 781 659 7981 t�C 1998 The BSC Group, Inc. SCALE: 1" = 30' - 0 7.5 15 30 METERS 0 15 30 60 FEET PROD. MGR.: D. CRISPIN FIELD: R. J. / J. D. / S. D CALL. /DESIGN: K. HEALY/ J. DONOVAN DRAWN: D.L. /J.D. CHECK: D. CRISPIN FILE: 5516DEF.DWG DWG. NO: 4149 -03 SHEEP 1 OF 6 JOB. NO; 4- 5516.00