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HomeMy WebLinkAboutSD-341-5CIO GOLD PLANE DV77RE WD7H OF S'TR'EET 70 A DEPTH OF 1 1/2. OVERLAY AREA W7H� f 1/Z' OF` FINISH COiIRSE OF BITUMINOUS CCNJCRE7E PROPOSED 12Wxt2' 7EE FLC: CURB CUT PROPOSED DMH INV:= 17&8'f (70 BE VERIFIED PRIOR TO CONSTRUC770N) I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULA77ONS OF THE REGISTERS OF DEEDS. 5, ¢' g4- ASSOCIATES, INC. DATE REGISTRY OF DEEDS USE ONLY w �O 2 Q v v~j 0 I cl t € s 1 ® PROPOSED CONCRETE BOUND El EXISTING STONE BOUND (UNLESS OTHERWISE NOTED) 14 OD EXISTING DRAIN MANHOLE 5 PROPOSED CONTOUR PROPOSED SPOT GRADE Q ❑ EXISTING CATCH BASIN Z CONIFEROUS TREE Q^ PAVPvENf h © EXISTING TELEPHONE MANHOLE DECIDUOUS TREE J O NOW OR FORMERLY O EXISTING UTILITY POLE 200' `a TOWN OF LEXINGTON RETAINING WALL p t� (THE WALDORF SCHOOL) Q EXIS77NG FIRE' HYDRANT STONE RETAINING WALL Hy ''Z D4 EXISTING WATER GATE DEED RES7RICT70N p EXIS77NG WATER, SERVICE PROPOSED LIGHT POLE AREA PROTECTING KNOL FFF FINISHED FIRST FLOOR esn ,°y o EXISTING GAS; GATE BFE BASEMENT FLOOR ELEVATION U2oiN G { 8" PARKING AREA SIGN y s. � o MAILBOX PROPOSED BIT. CONC DRIVEWAY: X03 0 36 FNCE (o R N y # EXlS77NG LIGHT POLE n• _. _. q' RCP REINFORCED CONCRETE PIPE I TwrN GUARD RAIL DI DUC77LE IRON 12 — D D - EXISTING STOkU DRAIN' NOW OR FORM LY 24 r ` # ER OR OWN RS BITUMINOUS CONCRETE BERM —s —s— EXISTING SANITARY SEWER JEFFREY C. ALP /RT UNKNOWN GRANJTE CURB BITUMINOUS CONCRETE 18 —W W— EXISTING WA ;R MAIN �£ PARKING EA 15 = — G G— EXISTING GAS MAIN a PROPOSED HYDRANT —E E— EXISTING UNDERGROUND ELECTRIC � PROPOSED DRAIN MANHOLE 5 -oHW oHw- EXISTING OVERHEAD W/RES 8" 192 187,5! 52 -- EXISTING CONTOUR �H PROPOSED SEWER MANHOLE (3)8» g TREE LINE PROPOSED CATCHBASIN ,� PROp'p STONE WALL € PROPOSED WATERGATE 24" 8 ";1C' ORIyE1N{Ay 3 L.O.W LIMIT OF WORK A fl D PROPOSED DRAIN LINE T 1 S PROPOSED SEWER SERVICE Nt A �� ACK of S €.�watK 30" - ! ' W PROPOSED WATER SERVICE ° ENT CON C' WA EXIST. Q �' UILDIN E sj2 T ?' PRO OSED j ROUGH USABLE OPEN SPACE j669 axT DN sraK WOODEN SP 3,500 S.F PER LOT' p N i TEC TA GK SET �e RAIL FENCE LEV –1– / NOW OR FORMERLY v PROPOSED SPOT GRADE TOWN OF LEXINGTON N l 6 A TER '1 Q (THE WALDORF SCHOOL) € Y n _� NOTES• 1. THE LOCk> ON OF ALL UNDERGROUND UTIL177ES SHOWN ARE APPROXIMATE 12' P G D 36 6» C> 5% �� 8z AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF r ,i AVE ;�.• 2C•• PLANS OF JRECORD. MERIDIAN ENGINEERING COLLABORA771�£ INC. DOES NOT 2 RLT 8 P FIRST 5' WARRANTY! NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT -�y - �O•W DEPICTED. !THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONS7RUC77ON, - I - SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE 'PVC PROP. l C PAVE 1 AT 1- 800322 -4844. 28„ RAMP FENCE PROPOSED BITUMINOUS 2. BITUMINOUS CONCRETE PAVEMENT WIDTH SHALL BE 24: s a 26„ CONCRETE WALK 7RIBUTTON 28» NOW OR FORMERLY PROVIDE 6 " —JO' COMPACTED 3 BOX GRAVEL BASE & 4' STONE DUST o - 15 "�L36 E TOWN OF LEXINGTON ROLLED AND COMPACTED & 24 NtJW OR FO LY 24" (THE WALDORF SCHOOL) j w E D � C.. F. oe RSA n �c ' � ; w B OF IRON FENCE cRy \\ 4 Q to ((J.J \ �Z U G .amt W (2 ,"24 <2,78 INFORIMAT ON TABLE: i s 48' 26° TOTAL LAND AREA 73,125± S.F. I DEYE'LOPABLE SITE AREA 73,125± S.F. (2)12" EXIS77NG 72" BUILDING LOT i 1 (JUMBO HOUSE LOT) AREA = 18,076 S.F. IMPERVIOUS SURFACE = J, IMPERVIOUS SURFACE RAT1050f i8.F ORt VEWA Y Firs77MG GRAVEL SITE COVERAGE (BUILDING) = .09 EXISTING �5,. Bf627 G LOT #2 (JUMBO HOUSE LOT) AREA = 18,407 S.F. IMPERVIOUS SURFACE = 3,2431- S.F. IMPERVIOUS SURFACE RATIO = .18 SITE COVERAGE (BUILDING) _ .10 ! LOT #3 (JUMBO HOUSE LOT) AREA= 19,067 S.F. IMPERVIOUS SURFACE = 3,068± S.F. IMPERVOUS SURFACE RATIO = .17 SI7E COVERAGE (BUILDING) = .11 -THIS PLAN IS SUBJECT TO A COVENANT DATED NOW OR FORMERLY JAMES L. PRANSKY, CHARLES D. DONAHUE & PETER BROI3AN ° FLOW 'APPROXIMATE LOCATION OF EDGE OF BROOK APPROXIMATE LOCATION —OF A 10' WIDE EASEMENT � CONVEYED TO THE COLONIAL BEACON OIL COMPANY (DEED BOOK 6814, PAGE 214) DEPICTED ON PLAN f273 OF 1945 FLOW SICKLE NOW OR FORMERLY TOWN OF LEXINGTON = -.. "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED Liamy " "THIS PLAN IS SUBJECT TO A SPECIAL PERMI T DA TED &d�1_ " NOW OR FORMERLY TOWN OF LEXINGTON (THE WALDORF SCHOOL) n wU A, LEXINGTON MASSACHUSETTS HEREBY CER77FY THAT THE NOTICE APPROVAY OF THIS PLAN BY THE LEXINGTON PLANNING BOARD BEEN RECEEVED AND RECORDED AT THIS OFFICE AND NO I NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AF SUCH, RECEIPT AND RECORDING OF SAID NOTICE. Ali TO#N CLERK DATE REVISIONS HAS LOCATED IN �% �p LEXINGTON, �5S`. ACB US TTS I = ( DDLESEX COUNTY) DANA COURT . ' 1 A PLANNED RESIDENTIAL DEVELOPMENT SCALE. 1"= 40' DATE.-JAN. 20, 1994 ;E,1- ri F q�k1 I,ARSON ASSOCIATES INC. C �J� < e c "a`e e. LANDSCAPE ARCHITECTS %SITE` PLANNERS Wail, tr " °civil u.' 22 MILL STREET, SUITE ONE ARLINGTON MASSACHUSETTS 02Y74 2 5 -4 -94 REVISE DRAIN PIPE MA7ERIAL RSR REW 1 4 -20 -94 REVISE NAME OF ROAD KPF REW NO, DATE DESCRIPTION BY CHK'D ,STE FFSSt+ %Air "�� TEL. (617)641 --2150 FAX. 643 -9221 (� ,SHEET No. 5 OF 12 PROJECT No. 2402 J c ? :i t € i OF € OF S SITS" C01VST'T IOTION PLAN 2 5 -4 -94 REVISE DRAIN PIPE MA7ERIAL RSR REW 1 4 -20 -94 REVISE NAME OF ROAD KPF REW NO, DATE DESCRIPTION BY CHK'D ,STE FFSSt+ %Air "�� TEL. (617)641 --2150 FAX. 643 -9221 (� ,SHEET No. 5 OF 12 PROJECT No. 2402 J c ? :i ,STE FFSSt+ %Air "�� TEL. (617)641 --2150 FAX. 643 -9221 (� ,SHEET No. 5 OF 12 PROJECT No. 2402 J c ? :i