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Home My WebLink AboutSD-422-6Rh Ma ESUMAWD SEASONAL I110i &&06WA&R a '00 m m CSRMATM IT A-%*& HfCvti *?WN0WA" 0 45" SMQUAM OATA Ff-Rr0?,VED By,' A4,rMNqT F PARKER WITNESSED BY: ILWAICAL TESTING TEST HOLE No. TP-2 TEST HOLE No. -M--J TEST HOLE No. TP.-5 DATE — 7M,1_0_2 DATE. 712! 3102 DATE: 7eWO2 PERC RATE., 14 ME' PERC RATE. _!!rPL_ PERC RATE.' IS, 6, M' DEPTH OF TEST- -M:— DEPTH OF TEST j-q:_ DEPTH OF TEST, 46P L&WOM _pD_ PROPOSED STORY DRAIN PS— FROPOSbD SE` R PW P06PbStb WA tR -V k CARLE DRAIN —PQHW— j go UNOFFICAL TESTS *ERE PERFORMED ON JULY 29, 2002 BY ALEXANDER F. PARKER FOR MERIDIAN ASSOCIATES. INC TEST PIT Nq..M��y aROPTNITWATM TEST PIT No. _T-2 TEST PIT No. _p__ 3 atv 22�A_$ 0 65* aEv. =0,2 ELtv. 222.1 W ELEV _4f, 7 arv, Z19-9 GW ELEV Z24�f 49W ELEV 213 0 0 OW ELEV. 0 HOMIZON' 9 r FILL `:,HORIZON AP 11 't-ikt SANDY LOMA' HOP RW LOAM 72 24 _tNC SANDY ZAM� , , xz' >' 30 0 N I OAk Rh Ma ESUMAWD SEASONAL I110i &&06WA&R a '00 m m CSRMATM IT A-%*& HfCvti *?WN0WA" 0 45" SMQUAM OATA Ff-Rr0?,VED By,' A4,rMNqT F PARKER WITNESSED BY: ILWAICAL TESTING TEST HOLE No. TP-2 TEST HOLE No. -M--J TEST HOLE No. TP.-5 DATE — 7M,1_0_2 DATE. 712! 3102 DATE: 7eWO2 PERC RATE., 14 ME' PERC RATE. _!!rPL_ PERC RATE.' IS, 6, M' DEPTH OF TEST- -M:— DEPTH OF TEST j-q:_ DEPTH OF TEST, 46P L&WOM _pD_ PROPOSED STORY DRAIN PS— FROPOSbD SE` R PW P06PbStb WA tR -V k CARLE DRAIN —PQHW— j go ESAAtATD ESTIMATED ESTIMATED SEASONAL HIGH SEASWAL H16H SEASMAL Hl&f m"WAIER aROPTNITWATM OROOMWA M? 46 700 6660 0 65* TEST PIT No _1P_-4 TEST P1 T Na Rr5 TEST PIT Na _7P-6 arv, Z19-9 ELEV =1 ELEV. 21,0- 7 G* ELEV GW ELEV _207- 7 OW ELEV. 0 0 0 r FILL 11 AP-11,11, 1,^A4. HOMMUN AP I IC �A,NIAV I ^A1, " (HORIZON 24 _tNC SANDY ZAM� 24 irike SANDY Ld4, PROPOSED LIGHT 39 77,77, Rh Ma ESUMAWD SEASONAL I110i &&06WA&R a '00 m m CSRMATM IT A-%*& HfCvti *?WN0WA" 0 45" SMQUAM OATA Ff-Rr0?,VED By,' A4,rMNqT F PARKER WITNESSED BY: ILWAICAL TESTING TEST HOLE No. TP-2 TEST HOLE No. -M--J TEST HOLE No. TP.-5 DATE — 7M,1_0_2 DATE. 712! 3102 DATE: 7eWO2 PERC RATE., 14 ME' PERC RATE. _!!rPL_ PERC RATE.' IS, 6, M' DEPTH OF TEST- -M:— DEPTH OF TEST j-q:_ DEPTH OF TEST, 46P L&WOM _pD_ PROPOSED STORY DRAIN PS— FROPOSbD SE` R PW P06PbStb WA tR -V k CARLE DRAIN —PQHW— PROPOSED OVERNEA0 WIRE PSMH 0 PROPOSED SEYIER MANHOLE Pow PROPOSED DRAW MANHOLE MORASH LEXINGTON NOMINEE F06060 CATCH BASIN REALTY TRUST PROPOSED 91rDMINOLIS CONCRETE BERM DEED BOOK 20270, PAGE 195* PROPOSED VERTICAL GRANITE CURB FRF FINISHED BASEMENT FLOOR ELEVATION F F, r. nuIsno FIRST aooR armnom F.G.F. FINISHED GARAGE FLOOR ELEVATION VGC VERTICAL GRANITE CURB Soc SLOPED GRANITE CURB re PROPOSED GATE VALVE 0 PROPOSED HYDRANT PROPOSED UTILITY POLE PROPOSED ROOF DRYWELL PROPOSED HAYBALE LINE 221_49 PROPOSED LIGHT NOW OR FORMERLY NOW OR FORMERLY PHYLLIS R. YALE & VERA BAGLEY AND S. TUCKER TArT FLAGSTONE WALTER & RENEE 6, JUDA DEED L300K 19064, PACE 202- DRIVEWAY DEED BOOK 8097, PAGE 490* GRAVEL LOT 0 �D � R 11 1 ul PROP HYQRAN� ;4 rte} N-4 - - - - - - - - - - - - NOW OR FORMERLY LOT J KATHERINE KIEFER & 4 JONATHAN L. STARR P.-.4 DEED BOOK 25739, PAGE 442* CL f F 231.00 FGF-226.00 WOOD I # f LATTICE FENCE BRICK STEPS RIM 234.85 ,NV. =231.01 E. o. R LOT 2 ti POLE 258I2 F.F.=22700 NOW OR MERLY LARRY D. F GAORRDNER DEED BOOK 31065, PAGE 291* LOT I OF LELDS USE QNL Y LEXING77ON PLANNING BOARD F.F.F. POLE PC690 (w /Ht k Rolwm= �V�E IW79),L 0' pND A 14F3 100 VEGE WE fL NOW OR FORMERLY SIX MOON HILL, INC. DEED BOOK 7133, PAGE 126• I .FF= '.G,F= I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOKEDOF ' INF00MA 7_10N ' AND BELIEF, THAT THIS PLAN WA PP&A98D IN ACCORDANCE WrH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. DATE. FOR MERIDIAN ASSOCIATES INC. DATE LOT 5 :F F. =227: wfil LOT 7 I FFF=220.J4 FG,F=211.34 MN -4 - - - - - ..^._.._ SUH .209. �11 WA I I 7n 01 E 18 C89 INV, ca7= QMH 8 INVb=203 RIM- 206.87 INV UNOBTAINABLE (UNABLE TO OPEN) Ono ,9'1 PROPOSED SUBSURFACE INFILTRATION SY570V (PON0#100) PROPOSED EASEMENT (_olu _j m1m=ZU7_v� INVO=195.01 ____9 AIM=kP, 3 INVo- 195.91 INVb= 195.11 INV. =198,7± INVb- =195.9J, INV. c =135.73 REPLACE FRAME & COVER OF C89 WTH DRAIN MANHOLE FRAME & COVER RIM= 207.7;* WV(ADA(H5)-20J.5* 1Nv(cy9q)-203 5t 1NV(DMH8)-2O12ab REMOVE AND REPLACE EXISUNG STORM DRAIN WIN 15-RCP DRAIN (CONTRACTOR TO VERIFY LENGTH, INVERT AND SLOPE) .r f 11 -------------- — ----- CLERK OF THE TOWV OF LEXINGTON, W§ACHUSQETTS HEREBY CERTIFY THAT THE NOTICE Or APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO N077cr OF APPEAL WAS RECEIVED DURING rwNTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NORCt TOWN CLERK DATE /NV =186,71 8" SDRJ5 PVC - S =0.02 L=36' DATUJI 9 _4eV 196.00 : tN V - 189.7,7 16 1NVo=188,0:± INV.b=188.01 IN V. c- 1$8.9.1 0+00 (CENTERLINE Or PLEASANT SrRicr RIGHT I OF WAY) AMICML PLEASANT STREET REALTY TRUST 82 -BUCKMAN DRIVE EUGENE R & JEANNE S. LUONGO LEXINGTON MA 02421 462 BUCKMAN ST9657` LtmdnoN, MASSACHUSETTS 02421 - DEEP BOOK 28440, PAGE No. 526 MIDDLESEX REG157RY OF DEEDS * DENOTES DOCUMENTS RECORDED AT THE SOUTH "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED- "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED 3 1 313105 2 8/1110 1 517104 DWG. No 3967DEFSITE (AREF. • 3967DEFREC) (XREF. 3967DEMPL) Nn I)Air 1 & 7 LJ5 I DO Piq STA = 10264 PV1 ELEV = 209.63 A.D. = 6.60 1+00 & COVER WTH MANHOLE FRAME NOW OR FORMERLY & COVER MORASH LEXINGTON NOMINEE REALTY TRUST DEED BOOK 20270, PAGE 195* 12- RCP FROM PCR9v REMOVE AND REPLACE ExIso STOR'v m DRAIN WIH 15 "1?CP DRAIN, PV/ STA = 2*60.93 Pw ELEV = (_olu _j m1m=ZU7_v� INVO=195.01 ____9 AIM=kP, 3 INVo- 195.91 INVb= 195.11 INV. =198,7± INVb- =195.9J, INV. c =135.73 REPLACE FRAME & COVER OF C89 WTH DRAIN MANHOLE FRAME & COVER RIM= 207.7;* WV(ADA(H5)-20J.5* 1Nv(cy9q)-203 5t 1NV(DMH8)-2O12ab REMOVE AND REPLACE EXISUNG STORM DRAIN WIN 15-RCP DRAIN (CONTRACTOR TO VERIFY LENGTH, INVERT AND SLOPE) .r f 11 -------------- — ----- CLERK OF THE TOWV OF LEXINGTON, W§ACHUSQETTS HEREBY CERTIFY THAT THE NOTICE Or APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO N077cr OF APPEAL WAS RECEIVED DURING rwNTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NORCt TOWN CLERK DATE /NV =186,71 8" SDRJ5 PVC - S =0.02 L=36' DATUJI 9 _4eV 196.00 : tN V - 189.7,7 16 1NVo=188,0:± INV.b=188.01 IN V. c- 1$8.9.1 0+00 (CENTERLINE Or PLEASANT SrRicr RIGHT I OF WAY) AMICML PLEASANT STREET REALTY TRUST 82 -BUCKMAN DRIVE EUGENE R & JEANNE S. LUONGO LEXINGTON MA 02421 462 BUCKMAN ST9657` LtmdnoN, MASSACHUSETTS 02421 - DEEP BOOK 28440, PAGE No. 526 MIDDLESEX REG157RY OF DEEDS * DENOTES DOCUMENTS RECORDED AT THE SOUTH "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED- "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED 3 1 313105 2 8/1110 1 517104 DWG. No 3967DEFSITE (AREF. • 3967DEFREC) (XREF. 3967DEMPL) Nn I)Air 1 & 7 LJ5 I DO Piq STA = 10264 PV1 ELEV = 209.63 A.D. = 6.60 1+00 FOR ADD177aW N07ES & LEGEND SEE SHEET 2 LUONGO PAM LANE DETM7T1IW SURDInSM PLAN PREPARED FOR PLEASANT STREET REALTY TRUST If SCALE., Pf = 40' DAM OCTOBER 28, 2003 M . ...... .. .... E D I A N will PV/ STA = 2*60.93 Pw ELEV = 221_49 AD. = -550 K = 2000 lia'00, vc FI 72 m-P A09-1 L + N nl L_24' ca, -Z J 8 �7106 TIP REDUCER -L-24' TO :P{�NDIj'1Lt0 12"Rcp S=aoi 41 \112ORCP L=0,05 go % per! y C4 'X A ot (5N NE 24-DO 3+00 FOR ADD177aW N07ES & LEGEND SEE SHEET 2 LUONGO PAM LANE DETM7T1IW SURDInSM PLAN PREPARED FOR PLEASANT STREET REALTY TRUST If SCALE., Pf = 40' DAM OCTOBER 28, 2003 M . ...... .. .... E D I A N will