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HomeMy WebLinkAboutSD-355-6F� a, "THIS PLAN IS SUBJECT TO A COVENANT DATED \FORMERL "THIS PLAN IS SUBJECT TO A CERTiFIGATE OF ACTtON DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED !, NOSY OR FORMERLY LQIS A. HARRLESON NOW OR FORMERLY - NOW OR FORMERLY + 197:8 __ --' o ANTHONY VULTAGGIO LOR£NZO BORDINI NOW OR FORMERLY --- J NOW OR FORMERLY + 199.5 ` THOMAS MURRAY _ to THOMAS H. & ANN NEWTON JOANN LYONS i 100' , E S rOCK DF FENCE o yF {; , x y r "Cr ® ®� L � 1977 + 199.7 T Y1 tj OF 1,Erly 6!T01 PROPOSED EMERGENCY RIPRAP OVERFLOW ELEV 201,5:1 9 4 '. ', - DEiEN770N �: � goo � + 2034 PROPOSED 120 /� 2 t _... + 02.4 �.... MWOB£D \� + 2030 /OUTLET ,� y8 } �� 199.5 /NO PIT I + T. EL£K=20D. o, PROPOSED INV. OUT - 199.84 + 3 LEACHING PIT /NV: IN =19 %12 LEACh#NG PIT L -16; S=0.010 / _ 2 BOT. ELEV=19 &0t BOTI,"ELEV. =19&01 o- ® k AL GRASS SWALE r i 1 t + 200:8 ® 7P #,3 TP ALL �Q� f � 205.5 \1 + 202 4 241.8 20< c F. FE. 201.0 23, F.F.F. =208.5 01HIF.F.F.=207. 9 '1 9, f B.F.E._200.5 + 201. f 9 w �� % ,3 / NOW OR FO �J r'crnv n n ecuei�G 1 04.8 - + 2 5 + 206. „n t � _ ++ 4 5 FOR REGISTRY OF DEEDS USE ONLY I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLDEGE, INFORMA77ON, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS: FOR MERIDIAN ENGINEERING, INC. DATE 0 -- ---- -� - + 207.8 SPIKE SET IN TbWN OAK 1.4' A.G. ooh + 201. J260 LOCATED IN THE SOUTHWESTERLY 193.47'(DOU(LAS RD.) Wi CORNER OF THE PROPERTY. EA 0 X -CUT IN CAP BOLT OF HYDRANT ON WEST SIDE OF EAST STREET 205.56' 1 .. NEAR DOUGLAS ROAD CD 197.96'(&8 #2) 198.08(CB #3 ? ?) 198.14 (CB #4) 193.47(LOCUS) o SHED � � + 206.6 2� + 20Z8 -- SHED NOW OR FORMERLY - V4LLIAM M. FRASER El EXISTING STONE BOUND PROPOSED CONTOUR © EXISTING DRAIN MANHOLE ® PROPOSED SPOT GRADE QS EXISTING SEWER MANHOLE FFF FINISHED FIRST FLOOR ❑ EXISTING CATCH BASIN BFE BASEMENT FLOOR ELEVATION Q EXIS77NG UTILITY POLE BIT CONC. BITUMINOUS CONCRETE t� EXISTING FIRE HYDRANT sm PROPOSED WATER GATE EXISTING WATER GATE a PROPOSED HYDRANT -�- SIGN D -- D - EXISTING STORM DRAIN -D ! D- PROPOSED DRAIN MANHOLE -s- EXISTING SANITARY SEWER -S---O--S- PROPOSED SEWER MANHOLE -s - w w EXISTING WATER MAIN PROPOSED CATCHBASIN -OHW OHW- EXISTING OVERHEAD WIRES - -152- - EXISTING CONTOUR D PROPOSED DRAIN LINE STONE WALL PROPOSED SEWER LINE S AC ASBESTOS PIPE W PROPOSED WATER LINE RCP REINFORCED CONCRETE PIPE SS PROPOSED SEWER SERVICE Dl DUCTILE IRON WS PROPOSED WATER SERVICE TEC PROPOSED UNDERGROUND TELEPHONE,ELECTRIC & CABLE OVERLAND FLOW DIRECTION ® PROPOSED LIGHT POLE BM DESCRIPTION ELEV ® SPIKE SET IN TbWN OAK 1.4' A.G. 204.75' + 201. J260 LOCATED IN THE SOUTHWESTERLY 193.47'(DOU(LAS RD.) Wi CORNER OF THE PROPERTY. EA ® X -CUT IN CAP BOLT OF HYDRANT ON WEST SIDE OF EAST STREET 205.56' 1 .. NEAR DOUGLAS ROAD 202.99' NOW OR FORMERLY m Apo JOHN SHAW o02 + 202.4 NOW OR FORMERLY DONALD H. GREGORY r k, 17 s'ORY IhCiou #262 203.0 lv A 202.5 + + `1202.7 TWO SAofH.41 ASTOPY 1 2 WQOD m + 201. J260 203.18' 193.47'(DOU(LAS RD.) Wi NOW OR F MERL Y EA STEVEN &JUDITH SACW 193 42'(SMH #3) NO�. �- ., ?Co*Ll. • 110 '0 NOW OR FORMERLY HENRY W & S. GRAHAM L y + 203.0 --- PROPOv LEAMNG PIT BOT• £LEY. =2 &a5# 1L i Two STOP WOOD 9254 1 1. MINIMUM COVER OVER SEWER SERVICES SHALL BE FOUR (4) FEET. 2. WATER MAIN AND WATER SERVICES TO BE INCASED IN CONCRETE FOR 10" (LINEAR) ON EITHER SIDE OF ALL SEWER LINES RUNNING OVER SAID WATER LINES AND SERVICES 3, 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 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 UTILITIES AND CONTACT DIG SAFE AT 1 -800 -322 -4844. 4. WATER SEWCES TO BE 1" COPPER WITH BUFFALO TYPE SERVICE BOX. 5. SEWER SERVICES TO BE 6" PVC SDR 35 AND SHALL HAVE CLEAN OUTS EVERY ,100' 6. ALL TOP & SUB- SOILS' AND UNSUITABLE SOILS WITHIN THE RIGHT -OF -WAY SHALL' BE NOW OR FORMERLY SAMUEL L. WATT SAofH.41 205.67' 1 2 12.80' 203.46` SMH #2 203.18' 193.47'(DOU(LAS RD.) 19335 (SMH #I) 193 42'(SMH #3) 1 " 1 .. 501 202.99' 197.96'(&8 #2) 198.08(CB #3 ? ?) 198.14 (CB #4) 193.47(LOCUS) -- - - - - -- + 204..0 + 203.3 NOW OR FORMERLY JAROSLAV L CASLAVSKY + 204.5 "CLERK OF THE TOWN Ol LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE Ol APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HA. 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 SAID NOTICE. DWG No. 2515U ! { DRAINAGE CHART (EXIS77NO) UTILITY RIM- INVERT (IN) INVERT (OUT) s -1 rev 1 l� 20,3.,36' 1 ADD EASEMENT, REVISE HOUSE & DRIVE ON LOT 1 �P CB #2 203.46` 199.29'(&8 #1) 199.26 (WESTERLY) 199.30 (OMH #1) Guy-3 C 1 20,3.,36' 1 ADD EASEMENT, REVISE HOUSE & DRIVE ON LOT 1 199.88 C 2 CB #2 203.46` 199.29'(&8 #1) 199.26 (WESTERLY) 199.30 (OMH #1) Guy-3 202.46' 1 " 1 .. 501 202.99' 197.96'(&8 #2) 198.08(CB #3 ? ?) 198.14 (CB #4) 197.49(18"RCP) 1 61261.95 1 ADD EASEMENT, REVISE HOUSE & DRIVE ON LOT 1 RSR REW NO. DATE DESCRIPTION BY CHK'D TELEPHONE: (508) 535 -7328 l SHEET No. 6 OF 12 PROJECT No. 2515 SION