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HomeMy WebLinkAboutSD-462-2DUNHA 402.38' —TO PT. — E s #W-201134 w D 6 0 Q Q) EDGE OF BORDERING VEGETATED WETLANDS z WF / v J WF -A2 `WF -A6 � � WF -Al2 ,�. 'WF -A4 WF -A34 WF -A 7*'� WF-Al hYF -A6 *F-At) LEGEND: DATE: 09 /27 /1T TEST PIT LOG ADS ADVANCED DRAIN SYSTEM BIT. BITUMINOUS CB CATCH BASIN CLDI CEMENT LINED DUCTILE IRON CONC. CONCRETE DMH DRAIN MANHOLE I INVERT 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 200-- EXISTING CONTOUR X 200.0 EXISTING ELEVATION 7 2:Sy 7/1 EDGE OF WOODS LT- {yET�' OS BUFFE/� / ' / SLOPE LEGEND: I � SLOPES 15.E TO 25% SLOPES 25% TO 40 Z z z z 2 z 2 z z ! izizzzzzz �yy bOW-212n + SLOPES > 40% • 100 / Fj.xET�ANOSBUFFER Frr.. / 9"Pq'LAR 42' , F'AB'ER STREET R 320.00 > i 147.3j, 6 MAPLE S83 40',30 E r m o p m ' � 8)L.4W SETBAp{ (13P) rn CONC. BND C.B.D.H. 206.93' CALL. FND. i T (207' DEED) N88'09'30 E FND_ 2 6' +6 MAPLE R� , HELD 1 wo48.35' 158.58' ODS F > m AREA =3 9f1 -S.F. - " y u- j SOIL TYPES HINCKLEY LOAMY SANG ; } f; _ ; f rti�'It . :� :. : :: - :�:_: 7.. u.- .::r. +cam., u ............._....... ..................... 1 _ ,..> .... ......... _ • - �1 VVVLOTA 1 • P 1-1 I 1 1 C$ :B.Uk � ° sP2� � e: �� - �) ��E � -FND: y ' HELD ° ° = r< .� z (8.% -, 4�J �E -6- _ +"`J 7` A - 1.575- E 0 5f 19' 721 981 f S.::. 1'.�§O' l r 0 - - -_ 1T OAK c +. i� Pc-f l< S_ -% - + i Lot.' !'t 1t z'P:f sP , I e�. 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". i s —� -- •-v— �y� 8 � z z a z f ' '; H D FOR L!N :;,;.rt . , ��{,::. -. :zrten ;" :- :.:::::�.;::;::::a::x_:::< e :.:.::.....:: -:::. - . T .:. - :�:::.:.:W.:> - : :: , S CTR. BK. .., I.P. LNG. :::::: ::::.- :.- .._ ..................: - - - - -,... ...... . _ ........... .._....... 16 25 PLAN HELD n �.- :x......�, ._. _::.:.:.� :..::: 20.97 ........._ 1 B. CTR. FND: rc y _..... _., .-�.:::..... :, .::..... ........_...___...._........... .. - D. _.._ ..at.. - ... 85.00 i rr•_.. +;: ¢ f4 N89* ., j 7.28 5 D E - - o -'14005 NOM$ "It3 E - D ° £ £ t £ f E-9 N RIM. f r £ —R w 61 D.LCL f11'ATER UNE w w w w •, � s S d"ffwrR CYK s w � a sc"vr uv£ s S s s s Sy1f . I JBMs2t211 IN -1 9,44 I,fl o C@qgN ' IN -199,44 ww� w RIM= =272.65 w. RECORD 16'WA7fR LINE w - RECORD 16Np'A7ER UNf ly TEST PIT LOG 1 DATE: 09 /27 /1T TEST PIT LOG GR. ELEV. 213.8 °THIS GR. ELEV. GW ELEV. 202.8 TEST BY- GW. ELEV. 0 � i 20" AP -fine sandy 0' -12" 1 Ap -fine sand loam 10yr 273 "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED __________" XINGTON PLANNING BOARD loom 10yr 273 �o f a? LEXINGTON, MASSACHUSETTS PERC. RATE: 3 32' Bw -fine sandy 12"s-12: Bw -fine •and loom 10yr 576 r"1, loan i0yr 576 4 4 15 MIN /INCH t" -55 C -sandy loam 30" -65 C -sandy loom 5 5y 5/3 5 (5y 5/3 6 :.mottles O 48" 6 ':mottles Q: 48" 10yr 5/8 10yr 5/8 7 2:Sy 7/1 7 2:5y 7/1 8 ESHWT: 48' 8 'ESHWT: 48' WEEP: NONE �' WEEP: NONE 9 --JOBS. WATER:NONE r 9 OHS. WATER:N DATE: 09 /27 /11 TEST BY: GREG SAAB PERC. RATE: 2 MIN /INCH w D D av USw U.P. 4 UP: D s mMs w s R s 641.84' WOB RI �f ( 50 PUBLIC W WIDE STREET 2 TEST PIT LOG 3 TEST PIT LOG 4 TEST PIT LOG 5 NO TES. • ?1H.0 GR. ELEV. 722.3 GR. ELEV. _ GR. ELEV. 917.4 0 GW. ELEV. 0 GW. ELEV. 219.8 0 GW. ELEV. 713.7 NO AREAS SUBJECTED TO EASEMENTS, FLOODPLAIN, WETLANDS OR POTENTIALLY HISTORICALLY OR ARCHITECTURALLY SIGNIFICANT 0 " -10" A -fine sand 0 " -72' A -fine sand 0 " -12' A -fine Bond STRUCTURES EXIST ON SITE. 1 P x P y P yy loom 10yr 273 1 loom 10yr 273 1 Loam 10yr 2/3 10? 24" Bw -fine son d 12? 24" 8w-fine sandy 12? 24• Bw —fine sand SITE DOES NOT CONTAIN FLOODWA YS, FLOODPLAINS OR HABITATS OF 3 loom t0yr 56 3 loom 10yr 576 3 loom 10yr 576 RARE AND ENDANGERED SPECIES. 4 4 4 24 " -72 C- grovelly sandy 24" -64 '.C- gravelly sandy 24" -64 C— gravelly sandy AREAS OF VISUAL IMPACT NOT APPLICABLE. 5 :loom 5y 5/3 5 doom 5y 5/3 5 loom 5y 5/3 6 mottles ®52 6 mottles 0 44' 6 mottles ®44" SOURCES OF NOISE AFFECTING THE SITE AND ABUTTING SITES NOT 10yr 5/8. 10yr 5/8 10yr 5/8 7 2.5y 7/1 7 2.5y 7/1 7 2.5y 7/1 APPLICABLE. 8 ESHWT: 52" 8 ':ESHWT :. 44" 8 ESHWT: 44" WEEP: NONE :WEEP: NONE WEEP: NONE gE11�[`fONs ONE ! 9 OBS WATER:NONE 9 'OBS. WATER: NONE 9 OBS. WATER: NONE REVISIONS J 10 REFUSAL: NONE 10 REFUSAL: NONE 10 REFUSAL NONE NO. DATE DESCRIPTION BY DATE: Og /27 /11 DATE: 09 /27 /1T DATE: 09 /27 /11 DATE: 09127 /11 °THIS 1 03 -12 -12 PLANNING BOARD STAFF MEMO FWR TEST BY: TEST BY- TEST BY: TEST BY: � GREG SAAB GREG SAAB GREG SAAB GREG SAAB "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED __________" XINGTON PLANNING BOARD �o f a? LEXINGTON, MASSACHUSETTS PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: 10 A) A +Dp6k )IV&& r"1, DEFINITIVE SITE SENSITIVE DEVELOPMENT 4 MIN /INCH 5 MIN /INCH 15 MIN /INCH 6 MIN /INCH pSgR Ht1SF%, CORNERSTONE CONCEPTS ? 1q r SITE ANALYSIS MAP °THIS J�R11 CORNERSTONE WA S' PLAN IS SUBJECT TO A COVENANT DATED ____________" � APPROVED BY.- •• � "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED __________" XINGTON PLANNING BOARD �o f a? LEXINGTON, MASSACHUSETTS "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED ---- ___ -__ -- wleW11VMIVN (MIDDLESEX COUNTY) 10 A) A +Dp6k )IV&& PREPARED FOR CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT ' CORNERSTONE CONCEPTS THE NOTICE OF APPROVAL OF HIS PLAN BY THE LEXINGTON "'''' SCALE. f" = 30' DATE.' JANUARY B 2012 PLANNING BOARD HAS BEEIV RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTTCF 0f- .APPEAL WAS RECEIVED lSd'P m x6 as rn pd DURING THE TWENTY DAYS NE) 'T AFTER SUCH RECEIPT AND �' RECORDING OF SAID NOTTCT:�,> —J - �'` i)i 0 &/A � .. KRENAN SURVEY TO V1 CL P K SATE 8 97NCHE.S'TER PLACE ' RYNCHESTER MA 01890 SHEET No. 2 OF 8