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Home My WebLink AboutSD-422-2WF10 l WF9 NOW OR FORMERLY NOW OR FORMERLY f Ap- PHYLLIS R. YALE & VERA BAGLEY AND ' S TUCKER TAFT FLAGSTONE WALTER & RENEE B. JUDA EpGE 0g)5 WFB ' AL • - WF4 IL DEED BOOK 19064, PAGE 202* DRIVEWAY DEED BOOK 8097, PAGE 490* FRpM WETVA5, I/ WF3 1263 1 gUFFERGETATE� 4.W? WF6 + `_;, 2 GRAVEL LEAF , OERING VE �f WFf DEBRIS gpR i » WOODS NOW OR FORMERLY 12" 10" 15" 15» SIX MOON HILL, INC. DEED BOOK 7133, PAGE 126* r r ! g nl 5'p / / / 5 \ 2 /J2, 10 "� 10 »�/ t 27,3 1 220.3 +220 3�I J21 ti //h 15 ( 20 1 7 �/+ ' N SPOIL 221.5 Ito j. (J7.6 J 1 » N nY PILE I _ 1 Ili „ aI o r j BULOEIa ` _ 2� / W �� l0 1/2" / y� / \ �i �� 1 / �� 1350 TP -3 / 8»! " 10' 2 8 Qi �� 15'� 50'" 1 \ +2233 78" �%•• +223.0 8° 1 /J 1» 234' 3 22 .8 1 1 22.5 45. 1 / jv �`I� ! ! / / l 15" 15s• / IRASH�� I 3 (8 / 1 OUAD ►� o- /4 ��o� / 11 NOW OR FORMERLY N I ��`I // / /� 21 2')2 +23� 1 FOOD KATHERINE KIEFER & / 220 - ✓ONATHAN L. STARK `�{ 1 f 21' 27" i hF�)�', 18,2 a DEED BOOK 25739, PAGE 442* "y I / / 12° 8"� 1 24.3 p„ j 10 DOUBLE 8„ 1 1 lERHI,r �� 1�Co Pp� �ltP 10' Y� / 11S 5„ / 1 LD CONC k0OTNG 8� I / 2176 5" 11 5 12" NDER 7RA HEAP J DO I . / 12 `�0 D HED IR�t TH �, � / WOOD j 8 A / ENCL OSU�E f 0» 21.5 LATTICE 21 NC. PIE17S 22714 101" 2 „ 216.9 15" FENCE 229.6 / C 1 �" 10" DEA 1+219.71 �" 15" + NOW OR FORMERLY BRICK -S. Y J cK j 3 8 LiOPTff@ ( MORASH LEXINGTON NOMINEE S ED TEPS ✓ d. z. R ry INV = 231.0_+ 239.0 NOW OR FORMERLY LARRY D. GARDNER DEED BOOK 31065, PAGE 291* 18 ELEVA7ON - - - - -- 208 - - - - -- TWO FOOT CONTOUR - - -- 210 - - -- TEN FOOT CONTOUR +215.8 TO HOUSE f53, 18' A. G, SPOT GRADE _ � e _ BORDERING VEGETATED WETLANDS - - - 100' BUFFER LINE INV. CB3 b= 209.01 STONE WALL moo N IN V.a= 212.01 RETAINING WALL c A POINT OF BOULDER STONE RETAINING WALL INV. UNOBTAINABLE PERC RATE.• 16.6 mpi GRANITE CURB DEPTH OF TEST. 48" (UNABLE TO OPEN) BITUMINOUS BERM CO�yCORO t�PgP� _� TREE LINE STUMP C TREE STUMP 08" DECIDUOUS TREE '10" NOT TO SCALE CONIFEROUS TREE SHRUB HEDGE D BOULDER LEDGE _ LS _ LANDSCAPED AREA ❑CB CATCHBASIN D DRAIN LINE OD DMH DRAIN MANHOLE QS SMH SEWER MANHOLE S SEWER LINE QT TELEPHONE MANHOLE UTILITY POLE {� UTILITY POLE WITH LIGHT OHW OVERHEAD WIRE GUY WIRE +UGG UNDERGROUND GAS MARKING O SPRINKLER Q HYDRANT WATER GA TE P &R WOOD POST & RAIL FENCE - o a WOOD LATTICE FENCE MAILBOX ff SIGN BLDG BUILDING E.O.P. EDGE OF PAVEMENT B.B. BITUMINOUS BERM G.G. GRANITE CURB CONC. CONCRETE BET. BITUMINOUS R €T RETAINING (TYP.) TYPICAL PVC POLYVINYL CHLORIDE PIPE RCP REINFORCED CONCRETE PIPE INV. INVERT ELEC. ELECTRIC SIT UNK SIZE /TYPE UNKNOWN CO CLEAN OUT - - - - - - - - EDGE OF TRAVELED WAY E COMPILED ELECTRIC LINE W COMPILED WATER LINE _G__ COMPILED GAS LINE S COMPILED SEWER LINE TP -2 e TEST PIT PERCOLATION TEST FOR REGISTRY OF DEEDS USE ONLY WF10 l WF9 NOW OR FORMERLY NOW OR FORMERLY f Ap- PHYLLIS R. YALE & VERA BAGLEY AND ' S TUCKER TAFT FLAGSTONE WALTER & RENEE B. JUDA EpGE 0g)5 WFB ' AL • - WF4 IL DEED BOOK 19064, PAGE 202* DRIVEWAY DEED BOOK 8097, PAGE 490* FRpM WETVA5, I/ WF3 1263 1 gUFFERGETATE� 4.W? WF6 + `_;, 2 GRAVEL LEAF , OERING VE �f WFf DEBRIS gpR i » WOODS NOW OR FORMERLY 12" 10" 15" 15» SIX MOON HILL, INC. DEED BOOK 7133, PAGE 126* r r ! g nl 5'p / / / 5 \ 2 /J2, 10 "� 10 »�/ t 27,3 1 220.3 +220 3�I J21 ti //h 15 ( 20 1 7 �/+ ' N SPOIL 221.5 Ito j. (J7.6 J 1 » N nY PILE I _ 1 Ili „ aI o r j BULOEIa ` _ 2� / W �� l0 1/2" / y� / \ �i �� 1 / �� 1350 TP -3 / 8»! " 10' 2 8 Qi �� 15'� 50'" 1 \ +2233 78" �%•• +223.0 8° 1 /J 1» 234' 3 22 .8 1 1 22.5 45. 1 / jv �`I� ! ! / / l 15" 15s• / IRASH�� I 3 (8 / 1 OUAD ►� o- /4 ��o� / 11 NOW OR FORMERLY N I ��`I // / /� 21 2')2 +23� 1 FOOD KATHERINE KIEFER & / 220 - ✓ONATHAN L. STARK `�{ 1 f 21' 27" i hF�)�', 18,2 a DEED BOOK 25739, PAGE 442* "y I / / 12° 8"� 1 24.3 p„ j 10 DOUBLE 8„ 1 1 lERHI,r �� 1�Co Pp� �ltP 10' Y� / 11S 5„ / 1 LD CONC k0OTNG 8� I / 2176 5" 11 5 12" NDER 7RA HEAP J DO I . / 12 `�0 D HED IR�t TH �, � / WOOD j 8 A / ENCL OSU�E f 0» 21.5 LATTICE 21 NC. PIE17S 22714 101" 2 „ 216.9 15" FENCE 229.6 / C 1 �" 10" DEA 1+219.71 �" 15" + NOW OR FORMERLY BRICK -S. Y J cK j 3 8 LiOPTff@ ( MORASH LEXINGTON NOMINEE S ED TEPS ✓ d. z. R ry INV = 231.0_+ 239.0 NOW OR FORMERLY LARRY D. GARDNER DEED BOOK 31065, PAGE 291* 217, STO E RET. WALL IN 601 L e 234.7 SARRAY ! )0' 1 ; 225 18 3227 J DOUBLE 15" 12 ! 15}' 76- / '9P, -�, 23 5 ¢O 6„ TP -1 j Q PR6PANE 'TANK Nf 2. aO 1G 11r'2 -STORY 10 WOGD GAPhCE I 1-1 �`GV (L S) ((fl22 , I 7�' QRY 0 h 3 WO C ®TjA L { 6 T� �) a! i 4 7 ICI 161 A. N UGCy b OLE 80 -20 21,�7 , _ / � 21 _2 \6 - 81 T CONC. PA TCH Q �W � C-L► I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS FOR MERIDIAN ASSOCIATES, INC. DATE x'53 4 0. TB.m# 18 ELEVA7ON POLE 1 CAP BOLT ON 258 QFRONT 1 3 214.41 0 TO HOUSE f53, 18' A. G, 27 SMH 2 RIM = 215.43 INV. a= 209.0± INV. CB3 b= 209.01 214.00 moo N IN V.a= 212.01 2 217, STO E RET. WALL IN 601 L e 234.7 SARRAY ! )0' 1 ; 225 18 3227 J DOUBLE 15" 12 ! 15}' 76- / '9P, -�, 23 5 ¢O 6„ TP -1 j Q PR6PANE 'TANK Nf 2. aO 1G 11r'2 -STORY 10 WOGD GAPhCE I 1-1 �`GV (L S) ((fl22 , I 7�' QRY 0 h 3 WO C ®TjA L { 6 T� �) a! i 4 7 ICI 161 A. N UGCy b OLE 80 -20 21,�7 , _ / � 21 _2 \6 - 81 T CONC. PA TCH Q �W � C-L► I DECLARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION, AND BELIEF, THAT THIS PLAN WAS PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS FOR MERIDIAN ASSOCIATES, INC. DATE x'53 4 0. TB.m# DESCRIPTION ELEVA7ON 19 INV. =199.81 CAP BOLT ON RIM= 201.38. QFRONT 1 HYDRANT AT ENTRANCE 214.41 RIM= 210.33 TO HOUSE f53, 18' A. G, INV a= 204.71- n CHISELED SQUARE SET IN INV. b= 208.6± [2� FRONT CENTER OF LOWEST 205.87 SMN 4 CONC, STEP, 0.5' A.G. RIM =213 68 moo N SQUARE CUT SET ON HIGH RIM= 206.87 A POINT OF BOULDER 233.94 2 10 I ? REALTY TRUST 18" DEED BOOK 20270, PAGE 195* a D 1 f 1 » 2 J TP e} \ 12'12" )2226 218.5 � 215.8 J 8 - BLK. CONC 2 1 1/2 -STORY "" 10 \ DO E \ „ X RA DOUL `. 21a' POE 78 \ ,� DOUBLE 18» 1 18 UBL 21 / 2 21 217.0 I 220 DO �7i- TB l 1 ti� T'218.1 0 15!! u WOOD TRELLIS 8 CONC. BRICK PA Q 218.7+ 18" / I WELL 100 p STEPS 22 g 220.7 r i 1 P/ E 2 SH J-lFAP 15" A � �/ »J2" 8„ GREASE / r PIT - ;PORCH/ ! 12" / V �/ (1 F 215.41 1J � 1S 70» 24 , `ti1� Q.j47 127 RY. -I- } 216 o' } 1 WOOL) % WE G 0 a� 12" 1» \ - -- CO - - CB15 + \ S J \ +2087 RIM =194.33 10i' 12 3 / 15" DEAD 12- I NV =189.7± 24 t5„ ! i2 2��. SMH 13 X 121,18 ! 24" S! CO 2 210.5 y 8 RIM = 195.25 /11 10 p1 �TEPS 203.E -210- 24 "INV = 186.7± 11- lT CONC Tp- -/� -- ._.... nR . 1930 11 BIT CONC.--- E 18 DRIVEWAY CB70 �'� � 270.1 RIM= 207.41 OL 19 INV. =199.81 15" RCP RIM= 201.38. INV. a= 195.01 C86 DMH 5 RIM= 210.33 RlM= 273.33 INV a= 204.71- INV.a= 208.7± INV.b= 204.5± INV. b= 208.6± INV.b= 2032± NV c= 208:21 )_x- z SMN 4 DMH 8 RIM =213 68 moo N INV. UNOBTAINABLE RIM= 206.87 11 BIT CONC.--- E 18 DRIVEWAY CB70 C812 RI RIM a=195.2 CB9 PERC'OLA17Qj�� DATA RIM= 201.38. INV. a= 195.01 RIM= 207.72 RIM = 202.95 INV.a= 195.91 INV. b= 195.11- NV.a= 206.01INV.= 198.7± INV,b =1959± INV.c= 195.71 INV.b= 2032± O 53" )_x- z TEST HOLE No. TP-2 DMH 8 TEST HOLE No. TP -5 moo N DATE 7129102 RIM= 206.87 DA 7E. 7129102 °-n PERC RATE• 14 mpf INV. UNOBTAINABLE PERC RATE.• 16.6 mpi 2 ` o q L U DEPTH OF TEST. 48" (UNABLE TO OPEN) DEPTH OF TEST • 48" CO�yCORO t�PgP� _� (UNABLE TO OPEN) LEXINGTON PLANNING BOARD DATE• 6 16 fi7Ji!wi Sac LoG UNOFFICAL TESTS WERE PERFORMED ON JULY 29, 2002 BY ALEXANDER F. PARKER FOR MERIDIAN ENGINEERING, INC. TEST PIT No. _T_- 1 TEST PfT No. .9-1- 2 TEST PIT No. L'-3 TEST PIT No. -T-4 TEST PIT No. -F-5 TEST PIT No. M -6 ELEV. 2275 ELEV 230.2 ELEV. 222.1 ELEV. 219.0 ELEV. 2121 ELEV. 210.7 GW ELEV 221.7 GW ELEV. 2246 GW ELEV. 211 7 GW ELEV. 213.6 GW ELEV. 2077 GW ELEV. 206:6 0 0 0 0 L ' 0 0 N f P p- 1 9 FIL 11 F Y It RNE SANDY LOAM 11 -FINE SANDY LOA tf_ HORIZON Bw 12 F/CL HORIZON Bw /,,,,,,,, HORIZON Bw 20 /,.,,,,,, 26 FINE SANDY LOAM 30 tN£ SANh. LOAM HORIZON Bw 24 24 FINE SANDY LOAM 24 FINE SANDY LOAM 7HORIZON Bw 38 FINE SANDY LOAM c,is owa.nv ,nuw RIM =194.73 INV a= 188.0--t- IN V b= 188.Ot INV. c= 188.9±- I, --- ------------ - --- -- CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. TOWN CLERK DATE "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CER77FICATE OF AC770N DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED 2 8/11 /C DWG. No. 3967DEFREC 1 51710 (XREF.• 3967DEFEPL) 8K. 1376, PG 147 NO. DATE ES77MATED SEASONAL NIGH GROUNDWATER O 70" 89 ES77MA7ED SEASONAL HICK GROUNDWATER O 68" APWCMT- PLEASET REALTY TRUST 82 BUCKMAN DRIVE LEXINGTON MA 02421 W3 H n rya NZ ESTIMATED 100 %��i��l��/� 2A MARRETT RQ Pte' PERC'OLA17Qj�� DATA EST)MAIED SEASONAL HIGH _ CLEM4 1, m 4 PERFORMED BY, ALEXANDER F. PARKER SEASCNAL HIGH GROVNDWA7£R £S7TMA7ED GROUNDWATER GROUNDWA7ER O 65 WITNESSED BY.. UNOFFICAL TESTING O 53" )_x- z TEST HOLE No. TP-2 TEST HOLE No. TP -3 TEST HOLE No. TP -5 moo N DATE 7129102 PATE; 7129102 DA 7E. 7129102 °-n PERC RATE• 14 mpf PERC RA TE.• 15 mpl PERC RATE.• 16.6 mpi 2 ` o q L U DEPTH OF TEST. 48" DEPTH OF TEST- 39 DEPTH OF TEST • 48" CO�yCORO t�PgP� _� 22 LO= MAP 4G� NOT TO SCALE Sac LoG UNOFFICAL TESTS WERE PERFORMED ON JULY 29, 2002 BY ALEXANDER F. PARKER FOR MERIDIAN ENGINEERING, INC. TEST PIT No. _T_- 1 TEST PfT No. .9-1- 2 TEST PIT No. L'-3 TEST PIT No. -T-4 TEST PIT No. -F-5 TEST PIT No. M -6 ELEV. 2275 ELEV 230.2 ELEV. 222.1 ELEV. 219.0 ELEV. 2121 ELEV. 210.7 GW ELEV 221.7 GW ELEV. 2246 GW ELEV. 211 7 GW ELEV. 213.6 GW ELEV. 2077 GW ELEV. 206:6 0 0 0 0 L ' 0 0 N f P p- 1 9 FIL 11 F Y It RNE SANDY LOAM 11 -FINE SANDY LOA tf_ HORIZON Bw 12 F/CL HORIZON Bw /,,,,,,,, HORIZON Bw 20 /,.,,,,,, 26 FINE SANDY LOAM 30 tN£ SANh. LOAM HORIZON Bw 24 24 FINE SANDY LOAM 24 FINE SANDY LOAM 7HORIZON Bw 38 FINE SANDY LOAM c,is owa.nv ,nuw RIM =194.73 INV a= 188.0--t- IN V b= 188.Ot INV. c= 188.9±- I, --- ------------ - --- -- CLERK OF THE TOWN OF LEXINGTON, MASSACHUSETTS HEREBY CERTIFY THAT THE N077CE OF APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. TOWN CLERK DATE "THIS PLAN IS SUBJECT TO A COVENANT DATED "THIS PLAN IS SUBJECT TO A CER77FICATE OF AC770N DATED "THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED 2 8/11 /C DWG. No. 3967DEFREC 1 51710 (XREF.• 3967DEFEPL) 8K. 1376, PG 147 NO. DATE ES77MATED SEASONAL NIGH GROUNDWATER O 70" 89 ES77MA7ED SEASONAL HICK GROUNDWATER O 68" APWCMT- PLEASET REALTY TRUST 82 BUCKMAN DRIVE LEXINGTON MA 02421 W3 H n rya NZ ESTIMATED 100 %��i��l��/� ES77MA1ED EST)MAIED SEASONAL HIGH SEASONAL HIGH SEASCNAL HIGH GROVNDWA7£R £S7TMA7ED GROUNDWATER GROUNDWA7ER O 65 SEASONAL NIGH O 53" 0490 GROUNDWATER O 65" 1, THE TOPOGRAPHY, SI7E DETAIL & SURFACE IMPROVEMENTS DEPICTED HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED BETWEEN JUNE 6, 17, AND AUGUST 2, 2002 BY MERIDIAN ASSOCIATES, INC. 2 THE LOCUS PROPERTY DEPICTED IS LOCATED IN ZONE RS - ONE FAMILY DWELLING. J. THE LOCUS PROPERTY IS DEPICTED AS LOTS 59 AND 60 ON THE TOWN OF LEXINGTON ASSESSORS MAP 14. 4. THE LOCA77ON 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 UTILITES DEPICTED OR NOT DEPICTED. THE CON7RACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL VERIFY THE LOCATION OF ALL U7LITIES AND CONTACT DIG SAFE AT 1 -888- 344 -7233. 5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT CONS77TUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. 6. THE WETLAND FLAGS DEPICTED WERE DEMARCATED BY LEC ENVIRONMENTAL CONSULTANTS, INC. ON JUNE 11, 2002 7. THE ELEVATIONS L?E P7 C1ED HEREON WERE BASED ON THE T O WN OF LEXINGTO N N SEWER DATUM, STARTING BENCHMARK CHISELED SQUARE ON SOUTHWEST CORMER OF CONCRETE HEADWALL ON THE NORTH SIDE OF BOW STREET BRIDGE OVER MILL BROOK, DESIGNATED RM 15 ON FEMA FIRM MAP COMMUNITY No. 250198 005 c, SEPTEMBER 30 1983; ELEVATION = 163.45. EUGENE R & JEANNE S LUONGO 82 BUCKMAN STREET LEXINGTON, MASSACHUSETTS 02421 - DEED BOOK 28440, PAGE No 526 ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD INFORMATION RECOVERED THROUGH RESEARCH WITHOUT SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION. REWSIONS REVISE SUBDIVISION NAME LJS REW NO REVISION THIS SHEET LJS DFJ DESCRIPTION 8Y CHK'L FEET 40 0 METERS D REFFRFAtIx - DEED BOOK 3715, PAGE No. 213 - DEED BOOK 28440, PAGE No 526 - PLAN BOOK 205, PLAN No. 40 - PLAN No. 1080 OF 1947 * - PLAN No. 640 OF 1947 * - PLAN No. 1535 OF 1960 * - PLAN No. 1214 OF 1966 * - PLAN No. 310 OF 1973 * - 1934 COUNTY LAYOUT OF PLEASANT STREET - 1956 MOON HILL ROAD LAYOUT * * DENOTES DOCUMENTS RECORDED AT THE SOUTH MIDDLESEX REGISTRY OF DEEDS GRAPHIC SCALE SCALE. • 1"-40' 0 20 40 80 160 10 20 40 60 L UONGO FARM LANE DEFINITIVE SUBDIVISION PLAN LOCATED IN ' LEXINCTON, MASSACHUSETTS (MIDDLESEX COUNTY) PREPARED FOR PLEASANT STREE REALTY TRUST SCALE. 1 "= 40' DATE. OCTOBER 28, 2003 M E R I D I A N ASSOCIATES, INC 98 HIGH STREET 69 MILK STREET, SURE 302 DANVERS, MASSACHUSETTS 01923 WESI•BOROUGH, MASSACHUSETTS 01581 TELEPHONE: (978) 739 -9130 TELEPHONE: (508)871 -7030 W W W.MERIDIANASSOC.COM SHEET No. 2 OF 14 PROJECT No. 3967 t?- i