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HomeMy WebLinkAboutSD-451-4N/F JOHN J. & JANET R K1NG 8K.16087 PG141p� may, R&"TE COSB/Y6 PRCWANB TAW — 1 112 STr, WF. NQ 63 a PR. TPMM �A1N m o y1k' t p gs N/F RICHARD A. & JANE E. MAGUIRE 8K.12577 PG,676 LOT 1 (24, 469_*SF) ,1. a w m Eli .. ELEV. -301.5 N.T.S. o NOTES: SECTION NEW !o Z E.SH,W.T. =248.7 �. 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS, 2. CAPACITY INCREASES IN INCREMENTS OF 500 GALLONS FOR EACH 3• SECTION ADDED. DRY WELL CYLINDRICAL 3. COVER AVALABLE IN H -20 LOADING. 1000 GALLON ` DRYWELL DETAIL 1 1 / N.T.S. TT if DGE WOODS PROP DRYWELL SIDEWALK ( � CURBING GRADE STANDARD Box z AND COVER INL SIDEWALK r � o NOTE: N/F WHERE NO PAYED. SIDEWALKS C. EXIST CURB STOPS AND VALVE UONEL L & JOANNE FRAY o BOXES TO BE INSTALLED N STREET. 8K. 10595 PG 263 in 1— CORP. STOP $, ( CURB STOP iz 2� TO BUILDING -- - SERVICE Q. S57'38'06'W 'YAGAN7 LOT' TYPE "K" COPPER tf5 ;39,� SERVICE V rn� `WATER MAN N.T.S. u ; DIAMOND WESr WATER SERVICE DETAIL w. BARN t. DEWELOPMENT CORPORATION 8X.16782 PG480 nq LOT 2 S2$440, 843 #SF) well,' .V 1 4 �� ARno NQ Y A'F R ( N/F C SAMUEL L & AtANA D. OSHER BK.21973 PG 171 I 0 a° 3 0 Q N/F GEORGE J. & LOUIS£ T. GONI 9K. 13783 PG 194 552'231 t, W I41W 23.84 _ r W 36.88• 863054 "W Cross country areas Loam & seed, as specified Suitable backHil to be placed and compacted in 1 foot layers. Wood sheeting, if required, shot] be cut off at least five (5) feet below street grade and one foot above the crown of the pipe. PLAN VIEW 1 — 6' -0` SIDE SECTION VIEW TRENCH DRAIN DETAIL N.T.S. Paved areas Pavement and base, as specified Existing ground 1 �— Ledge �j 7backfill ipe bedding consisting of 1/2 to 3/4 inch stone to be placed against undisturbed sides and bottom f trench when using SDR -35 sewer pipe and sand bedding to Provide at least one clay dam or other be placed around CLDI water pipe. impervious material seal between manholes Excavation in earth Excavation in ledge PIPE TRENCH DETAIL N.T.S. Compacted stone or sand to one foot above the crown of Qipe t Pipe LEGEND: ADS ADVANCED DRAIN SYSTEM BIT. BITUMINOUS CB CATCH BASIN CLDI, CEMENT LINED DUCTILE IRON CONC. CONCRETE DMH DRAIN MANHOLE II INVERT T LIGHT POLE — PROPOSED PVC POLYVINYL CHLORIDE PIPE R RIM RCP REINFORCED CONCRETE PIPE SMH SEWER MANHOLE WV WATER VALVE WSO WATER SHUT OFF —ETC— UNDERGROUND ELEC. /TEL. /CABLE TV —D— DRAIN LINE —S— SEWER LINE —W— WATER LINE 320— EXISTING CONTOUR 32 PROPOSED CONTOUR X 320.0 EXISTING ELEVATION 320XO PROPOSED ELEVATION RE 1 1 08 -28 -08 1 COMMENTS FROM 08 -13 -08 PLANNING BOARD TEARING i FWfR 1 DEFINITIVE SUBDIVISION PLAN SITE UTILITIES PLAN 63 PAUL REVERE ROAD IN LEXINGTON,'' MASSAU" USETTS (MIDDLESEX COUNTY) PREPARED FOR STEPHEN D. & FUMI YO K. GENO VA SCALE: 1 "= 30 ` DATE. JULY 3 2008 0 1s j 00 120 8 WINCHESTER PLACE WNCHESTER MA 01890' F 7 W r r €s' F I= �i z : :E i £k` �y L3 �I I(I' II I r s� fl II i° t` x }Ii; 3' I I r, ,f I; f II r tE `s u iI x f� f ,I i (I �pp?� 1¢ iI i[ [ggj [I' ii I I I� Pi E}: fI YI< I: I fjI fj(I, Jf I I I l t� I i I� I� �I f� I i' 20" DIA INSPECTION COVER 3- 6. d19 20' MA INSPECTION COYER O 6 6- S' Qe 3' OF 2' DIAN: CRUSHED STONE q q• PLAN VIEW ELEV. =308.6 cRu 13F V sT� 4` ,� ..' • •. : :.• : :6' T TOP P PM vEw n` I Iz I , E E7 n m © ©:. , , ,� P P ELLX.2S4.3 g r rE=_j r rER F F=__1 Q Q Q ® ®6• D DIA INLET SURROUND STONE Q Q Q Q Q Q Q Q FC75 . Q Q D D � �, g g•..5•. Q QQ 17=7 ®® L . ._ X W /FILTER FABRIC S Q I Q ®Q { ®{ W SIARM) 8TIN7E I I] ®Oo ®® 0 O " " IQ Q IQ I { ® ®..o Q Q. t t•- '--' -1 0 a a�a77 N NwN xotES a 5cs• TO e xY 4 4• 9 � � Q Q Q Q F=7 Q Q I IJ ' '. E ELLV �2M3 ROTES: SECTION VIEW a O O Q Q Q Q r=7 Q Q. O O 1 1. CONCRETE: 4,000 PSI MOM" AFTER 26 CAPS. * ES.X.W.T.�28S.3 1� Z Q Q Q Q' Q Q © © F Z CAPACITY INf�RFASES 1t] RICR01ENT5 OF 500 GAVANS * L 6 ®` 3 3. 0MU AVAnneIX IN H -20 LOOM DRY WELL CYLINDRICAL 500 GALLON DRA1N HOLES 9^x4^ T To 6�c2" raPER O 6 D OW --2 DRYWELL DETAIL o NOTES: SECTION NEW !o Z E.SH,W.T. =248.7 �. 1. CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS, 2. CAPACITY INCREASES IN INCREMENTS OF 500 GALLONS FOR EACH 3• SECTION ADDED. DRY WELL CYLINDRICAL 3. COVER AVALABLE IN H -20 LOADING. 1000 GALLON ` DRYWELL DETAIL 1 1 / N.T.S. TT if DGE WOODS PROP DRYWELL SIDEWALK ( � CURBING GRADE STANDARD Box z AND COVER INL SIDEWALK r � o NOTE: N/F WHERE NO PAYED. SIDEWALKS C. EXIST CURB STOPS AND VALVE UONEL L & JOANNE FRAY o BOXES TO BE INSTALLED N STREET. 8K. 10595 PG 263 in 1— CORP. STOP $, ( CURB STOP iz 2� TO BUILDING -- - SERVICE Q. S57'38'06'W 'YAGAN7 LOT' TYPE "K" COPPER tf5 ;39,� SERVICE V rn� `WATER MAN N.T.S. u ; DIAMOND WESr WATER SERVICE DETAIL w. BARN t. DEWELOPMENT CORPORATION 8X.16782 PG480 nq LOT 2 S2$440, 843 #SF) well,' .V 1 4 �� ARno NQ Y A'F R ( N/F C SAMUEL L & AtANA D. OSHER BK.21973 PG 171 I 0 a° 3 0 Q N/F GEORGE J. & LOUIS£ T. GONI 9K. 13783 PG 194 552'231 t, W I41W 23.84 _ r W 36.88• 863054 "W Cross country areas Loam & seed, as specified Suitable backHil to be placed and compacted in 1 foot layers. Wood sheeting, if required, shot] be cut off at least five (5) feet below street grade and one foot above the crown of the pipe. PLAN VIEW 1 — 6' -0` SIDE SECTION VIEW TRENCH DRAIN DETAIL N.T.S. Paved areas Pavement and base, as specified Existing ground 1 �— Ledge �j 7backfill ipe bedding consisting of 1/2 to 3/4 inch stone to be placed against undisturbed sides and bottom f trench when using SDR -35 sewer pipe and sand bedding to Provide at least one clay dam or other be placed around CLDI water pipe. impervious material seal between manholes Excavation in earth Excavation in ledge PIPE TRENCH DETAIL N.T.S. Compacted stone or sand to one foot above the crown of Qipe t Pipe LEGEND: ADS ADVANCED DRAIN SYSTEM BIT. BITUMINOUS CB CATCH BASIN CLDI, CEMENT LINED DUCTILE IRON CONC. CONCRETE DMH DRAIN MANHOLE II INVERT T LIGHT POLE — PROPOSED PVC POLYVINYL CHLORIDE PIPE R RIM RCP REINFORCED CONCRETE PIPE SMH SEWER MANHOLE WV WATER VALVE WSO WATER SHUT OFF —ETC— UNDERGROUND ELEC. /TEL. /CABLE TV —D— DRAIN LINE —S— SEWER LINE —W— WATER LINE 320— EXISTING CONTOUR 32 PROPOSED CONTOUR X 320.0 EXISTING ELEVATION 320XO PROPOSED ELEVATION RE 1 1 08 -28 -08 1 COMMENTS FROM 08 -13 -08 PLANNING BOARD TEARING i FWfR 1 DEFINITIVE SUBDIVISION PLAN SITE UTILITIES PLAN 63 PAUL REVERE ROAD IN LEXINGTON,'' MASSAU" USETTS (MIDDLESEX COUNTY) PREPARED FOR STEPHEN D. & FUMI YO K. GENO VA SCALE: 1 "= 30 ` DATE. JULY 3 2008 0 1s j 00 120 8 WINCHESTER PLACE WNCHESTER MA 01890' F 7 W r r €s' F I= �i z : :E i £k` �y L3 �I I(I' II I r s� fl II i° t` x }Ii; 3' I I r, ,f I; f II r tE `s u iI x f� f ,I i (I �pp?� 1¢ iI i[ [ggj [I' ii I I I� Pi E}: fI YI< I: I fjI fj(I, Jf I I I l t� I i I� I� �I f� I i' RE 1 1 08 -28 -08 1 COMMENTS FROM 08 -13 -08 PLANNING BOARD TEARING i FWfR 1 DEFINITIVE SUBDIVISION PLAN SITE UTILITIES PLAN 63 PAUL REVERE ROAD IN LEXINGTON,'' MASSAU" USETTS (MIDDLESEX COUNTY) PREPARED FOR STEPHEN D. & FUMI YO K. GENO VA SCALE: 1 "= 30 ` DATE. JULY 3 2008 0 1s j 00 120 8 WINCHESTER PLACE WNCHESTER MA 01890' F 7 W r r €s' F I= �i z : :E i £k` �y L3 �I I(I' II I r s� fl II i° t` x }Ii; 3' I I r, ,f I; f II r tE `s u iI x f� f ,I i (I �pp?� 1¢ iI i[ [ggj [I' ii I I I� Pi E}: fI YI< I: I fjI fj(I, Jf I I I l t� I i I� I� �I f� I i'