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HomeMy WebLinkAboutSD-474-2LEXINGTON PLANNING BOARD In AR RETT / / / SMH4 RIM =274.4 M PD 95 2 51 w A U RJM =2SUIT /� // }� /CENTENNIAL tt KS N INV =265:3 /F / / 77�EAIPCARY BENCHMARK CHART• SNADEDR pP AIRB RD 24" G�'0 / / / 3D„ ��1J 5T LOCUS �W S3/DH END 0 / / / / / 95 ro o 24" ti \ G I z 24_ vv 2 uPL 7H vv t Fr�un (SEE NOTE 7) LOCUS MAP_' DATE- J 36 // / MB \ \ (NOT TO SCALE) 36" \ \ \ Tf7EEL7NE y- // / p \ \ __- ----278---- TWO FOOT CONTOUR 1 " \\iP \ - - -280 - -TEN FOOT CONTOUR 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS /,2%'!1191 LCE CLERK OF THE TOWN OF LEXINGTON, 36 %/ O�V3 Vi5 END ; �\ \ `rZ�- \\ + 279.8 SPOT ELEVATION DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF SMH /,� / A' �\ \�G, GG BITUMINOUS BERM SURVEY CONDUCTED ON THE GROUND BY MERIDIAN THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED R(M =274.9 / G \ AG o \ \ \z S . STONE WALL ASSOCIATES, INC. BETWEEN FEBRUARY 22 AND MARCH 22, AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS INV =266.6 /'E� r \ 2002, SEPTEMBER 2 2009; AND SEPTEMBER 70 THROUGH RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND �V} ii5 /� \ 2 2779 jA\\V �, CONIFEROUS TREE SEPTEMBER 12, 2014. RECORDING OF SAID N077CE. S6/OH END i / 0. - CONIFEROUS SMH +!! 3�" ��A 2. THE SUBJECT PROPERTIES DEPICTED ARE LOCATED IN THE RS INV. =263.4 'y /' S Y \ L.,d' DECIDUOUS TREE 66 (FROM TOWN'S �k �I / c UP 20 "" m j (4) 5" \ 4" \ \\ D DRAIN LINE DISTRICT (SINGLE FAMILY DWELLING)- RECORD SEWER �' '� \ \\ OHW— OVERHEAD WIRES f B ( V i \ _ _ J. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 34A; 348, TOWN CLERK PLAN) ! -&Dk / / N z \ \��' Ca 2) 70" - GS - - COMPILED GAS SERVICE 35, 56A & 36B ON TOWN OF LEXINGTON ASSESSOR'S MAP 34. ! 8 / / 0 "7 - ..-- -' 2q8 " \ \\ - - - -7EC- - COMPILED TELEPHONE /ELECTRIC /CABLE - -- S - COMPILED SEWER LINE 4. THE LOCATON OF ALL UNDERGROUND UNLIT)fS SHOWN ARE 4 =' oo / 5° TP 8 \ TF '� #4 - - -SS- - - COMPILED SEWER SERVICE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY Z AND COMP7LA770N OF PLANS OF RECORD MERIDIAN \ # o' �- - - W- - COMPILED WATER LINE 5" -I- u' ASSOCIATES INC. DOES NOT WARRANTY NOR GUARANTEE THE ( ,7g E+ o \\ °� \ �� 4^ --- V✓S - -- COMPILED WATER SERVICE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CB r % \ UP 9 150 \ < "� TERMINUS UNKNOWN m \ \ ' 4° CONTRACTOR, THE C COMMENCEMENT 077 S AND CONTACT RIM= 277.4 i %� \ G N �� 5„ ' %8 m � ' sr ,.P ���� QS SEWER MANHOLE +N' �Y °0 5" \ \v' SHALL VERIFY THE LOCATION OF ALL UTlLl77£S AND CONTACT ENV.= 265.9E q, / - 1 \-<- 5 `- < m \ �� Q DRAIN MANHOLE DIG SAFE AT 1 -888- 344 -7233. ( S8 /DH \ ( g �' �.,, ICV \ \ 78=• NOW OR FORMERLY ❑ CATCH BASIN AREA DRAIN 5 00 FND +274.8 f A v ( / -� /CV \ \ 8^ THOMAS C. & i; cn y G' C < m / / \6 MILDRED H. BART£E WATER GALE/ 5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN :{ pom \ 41- G w. dP,¢'74 -2 /CV .d5 l 8" -O HYDRANT POLE I \ ATTEMEN TS WHICH MAY EXIST A REASONABLE AND DILIGENT .po \ No -ON G N ATTEMPT HAS BEEN MADE 70 OBSERVE ANY APPARENT - so ��5 V Z o 1 o �q0 ELECTRIC METER VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT p ,t1PN30/70 } m l \ E LA �2 GF' \ \„� 12" ® GAS METER 3 \ 5 ? CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. RGP,S v i 0.0 �.� �. ? �e 8 \ \ 0 i i m _t 2 \ Z \ Q0� 4 LIGHT -V4 GAS GATE Y 'MOO 8 RIM =275.9 \ \ N 4 28, , \ L� \ \ \may S 0» 6. HE SUBJECT PROPERT7ES ARE LOCATED W /THIN FLOOD ZONE X 0 Y o i \ V TP#9 \ Tp 6 O /CV IRRIGA770M CONTROL VALVE (UNSHADED) AS IDEN77FIED ON FLOOD INSURANCE RATE MAPS G 5 = Z 1 (3) 4" ( \ \ ®TP3 TEST PIT rn" _ (FIRM) NO. 25017C0417E AND NO 25017C0392E AS PUBLISHED .._,74,6 / 1 28? TYP. TYPICAL BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITH AN 8' FFF =279.6 0 \ i S.F. SQUARE FOOT EFFECRVE DATE OF JUNE 4 2010: AC. ACRES y o 4aG Zi ..4 2 %jTf"" '�\ xlsj\ Gti G 1 Alm No' .ONG 24" A.G. ABOVE GRADE CB y NO- LN O / /� EGPgP ` �' \ ' EX l\ \\ OH OVERHANG 7 THE ELEVATIONS DEPICTED HEREON ARE BASED ON THE TOWN RIM =227.0 N r EX LLIN / / -f- 0 LL$y, \ OF LEXINGTON SEWER DATUM. INV. = 264.91 � D� 2 0 28 MB MAILBOX SMHt ,A 6 TP #74 -1 % / ._287.4 Y-f- PPP % / 2v} EDP EDGE OF PAVEMENT I BB BITUMINOUS BERM RIM =269.7 ® / J / '�./ / \ / 8" Gti _ 2,$1-8 BIT. BITUMINOUS Rp eylfrl,�,'r, "1r/AY ( FFF =25.3 ,� \ 275r 1 i ,�80� is�°P(`' YJ+�Syt \ _/ 'moo CONC. CONCRETE T T ' Q9 1�V1 t o RCP REINFORCED CONCRETE PIPE Zt/ / pp; � Zg2 ICV �- -.- 282-' \ LOT �OS o- FFF FINISHED FIRST FLOOR NOW OR FORMERLY r 274. ? / AREA 1�/ / _ 282 5 282'2 + \\ \ + 28 i 2 FGF FINISHED GARAGE FLOOR LEE D. & - 20,000 S.F. ,r 2822/ -' + LOT 106 ��� VC VITRIFIED CLAY KATHRYN S BENJAMIN / � _280.2 28i 6 1 j � 14" ?e LOST 110 / � z8e -s x 18" 282 8� AREA- 14" COMMON OWNERSHIP �/ AREA 27& a (:)4 56, e v Ld8 APPLJCANT_' RFFEREMC 5. T �� = 20,000 S.F. i ± FP #7 284.7 + 16„ 8" /LOT 108 'LOT 107 - - -- \ s a 40 SHRDON CORP. -LAND COURT PLAN 6962 -A e / .� Zg2.8 /i 1 -284.1 285.0 + (''y ,//)'" 2842 tP ' DIA. 1' TODD CATALDO - LAND COURT PLAN 6962 -C 2 a i / , -8 +1 ?6,, 8 j -� 16" !� 6 8" F8" A.0. FND 127 LEXINGTON, T ROAD EA= k/ 4,�71a,8 (3) 10" 14" �j (2) 8„ LEXINGTON, MA 02421 T£'ST PIT INFORMATION ADDID20L TEST PIT INFORMA770M o o � ° i 54, 7 SF 2g L dd 072,= 76" \ 12„ m o / X848 14" RECORD OWNERS.'' TEST PITS WERE PERFORMED 8Y PETER TEST PITS WERE PERFORMED BY z-^ o_ '' 2u4,2 v * 14" 24" 8'" / mil"` "" in 'y #36 CARY AVENUE (MAP 34 LOT 34A & 548) ON 10116108 OF MERIDIAN ASSOCIATES, ALEXANDER F. PARKER (S.E. #1848); ON 6" "�-/ 1 2�'q2 LL,,.g�g 13' 16" ON 10/76/08: 9122114. }g» / N, TPJl74 -3 �'- COLE FAMILY TRUST TEST PTT.' 7P 4 TEST PIT.' TP 14 -1 6.. Jam'5/ 4,. / 285.5 1(2' , T -'.S -02" 00 CERTIFICATE NO7 257521 TRUSTEE » 2 ELEV 278.41 ELEV. 275E # 0 1 72 s 12" 1 �s L.d 00 REGISTRATION 800K 1459, PAGE 30 ESHGW. ELEV. =2717 ESH.DW. ELEV. 289.6 12S r. �° 0 Y2" j _7 .4.6 ;_285.% �y g•, 18•• 14" '� 4d 72„ 0 8" +2E` 5 16" 1 �)-1� #42 CARY AVENUE (MAP 34 LOT 35) 0"-8" TOPSOIL 0 13" HORIZON A: LOAM o„ �4 d% 8" ''� Lt...ttt �- i ROBERT E. SMITH, JR. 8 "-40" FILL. FINE SANDY LOAM + GRAVEL 15"-24" HORIZON B: SANDY LOAM74" 12 / �} % " - -� i �Q 14 ..i. 4 CURRIER COURT 40" -778'" HORIZON C. FINE SANDY LOAM 24"-121' HORIZON C.' LOAMY SAND / 14" 14 ( i„�t i 10" 4" (2) 8" 8 18" t..d 1 ('f3'y9" 8 9" CER FCATE NO 256163 (3) 10" 2a�}P #i4- /0» �,.�-""- .186.5 10" `✓ , �' 18" v 28,3 5 / i ^ " 1 REG1S772A770N BOOK 01449, PAGE 142 ESHGW. 0 88" ESFLGW. & 65' TEST PIT.- _Q_± JEST PTT. 7Pf/74 -2 — '] qi 8" / 72" (•'� 1 CAZ GARY AVENUE (MAP 34 LOT 368) ELEV -27891 ELEV -2791 6 "' `'°v J 10° _� 9 7p" �72" .,°r 6" 0. 1" .G. CAZ REALTY TRUST ESH.G.W. ELEV. =2732 ESHGW. ELEV. 273.3 70 / +2u °.., 3 1�'" 26" 0.T A.G. 8" 10 "/ ) 8" JACQUELINE T FALCON, TRUSTEE 8" (2) 6 "" �} j 8" t0" x_287. (2) 14" 0�' / END NOW OR FORMERLY 168 GRANT STREET O" 4' HORIZON A: TOPSOIL 0 13" HORIZON A. LOAM L.8 / t„p ("' (n O {may FREDERICK K &ANNE -MARI PASTER LEXINGTON, MA 02420 4 " -17" HORIZON B.- FINE SANDY LOAM 13 39" HORIZON B: SANDY LOAM 8' 74" 6" 6;1 6" 6" 11°'l \ 4.88 1 9" TER 77FICATE NO. 236774 11 °-108" HORIZON C FINE SANDY LOAM 39 127" HORIZON C LOAMY SAND 6y \ REGISTRATION BOOK 1320, PAGE 20 E.SHG.W. & 68" ESHGW. ®68" - -12_ 284" �O � � 1 �j}8• 72' (2) 8" /,• 6" 81, JO" TP #14_5 \ LJ 8" (2) 8" 2 12•• VAS CARP AVENUE (MAP 34 L07 36A) TEST PIT 7P#6 TEST P!F- 7P#14-3 72° 72 °f �8•• I O VAS1LlK7 REALTY TRUST ELEV= 280,51 ELEV 285:51 l 8 16" t 8 THOMAS J CATALDO, TRUSTEE ESH.G.W. ELEV =274.3 (3) 15" �12° 8" I ," 1 12879 48 CARY AVENUE 0 12" HORIZON A. LOAM 24„ _ _!! �to 8,," 2) 14" = -288.5 I LEXINGTON, MA 02420 0' -4" HORIZON A: F7NF SANDY LOAM 12 25" HORIZON B: SANDY LOAM n "" "" '*P 7 - / \ 72" (2) 10" - " = ' CER77FICATE NO. 245789 / ., t.d 13?.8 4 " -22" HORIZON B.' FINE SANDY LOAM 25' -123" HORIZON C: LOAMY SAND 8" 4"'x.61 12 to- ,1 1� (, REGISTRATION BOOK 1380= PAGE 24 22' -114' HORIZON C: FINE SANDY LOAM o: 6 �-\�"7"'� 14 L7•10 ____2 8 v ESHGW. -NONE OBSERVED 4F`'R.°Ft4 / ,i 10" 2899 8" �8" Tp #1 16" C8 1DH E SH.G W. � 74° TEST PIT 7P#14 -4 286= � 10" 7 14" �}8•, (D8 {'" -�8' �lL.I ,H,{jjJ (�jjti(�(�;(� -�� 4,9 r .1 END TEST PIT. 7P#'7 ELEV 289.1. 10 ('1 (72 ") +288.6 ELEV =zsaal 81, � o.- � + Now OR FORMERLY (ASSESSORS MAP 34 —LOTS 34A, 34B, 35, 36A & 36B) ESHGW ELEV. = 277.4 0 2" HORIZON A: LOAM 10" (3) 70 "" �.; -290 �goa HARRY B. & SARAH L. WOLFE ]�y�rp7�y�r�7T�7 SUBDIVISION 2 10' HORIZON B• SANDY LOAM to' Of2.• 010" 2E8 -5 + 5 11t�l'1SY11.1VEj 0.' -4" HORIZON A: FINE SANDY LOAM 10 120" HORIZON O: LOAMY SAND 12" ) 288 i 4 "-24" HORIZON B. FINE SANDY LOAM g" 6" 24" -114" HORIZON C. LOAMY SAND E.SH.G.:W. - NONE OBSERVED 6" 8"' '•8„ 4,e g^ RECORD li OlYDT1Oi.J 1 -I.H1V OF L.H.lYD J� ]' �,�7jj'j]�]' /�]�TLOC]AfTED IN ]'jet !T TEST G.W. T 75° REV PIT. 7 #ri4`5 72" 7 6' 8 6 ; g" 6', }0" � 8 9G i LEXINGTON X GTV1Y, lYIASSAC CJ aJ T l S TEST PTT 7Atf`8 1J �PP ELEV.GW EL 0 -91, HORIZON A LOAM / 14" ! i� r ESHGW. ELEV. =2725 9"-25" HORIZON B: SANDY LOAM �6" 0) 8" 8^ 00 12 "� pR � (MIDDLESEX CO- UNTI') 0' -4' HORIZON A. FNE SANDY LOAM 25"-121" HORIZON C..- LOAMY SAND - %� (2) 30" 'P PREPARED FOR 4' -24" HORIZON B: FINE SANDY LOAM f.SH.G W. -NONE OBSERVED - 6 r-3�^" I 50 IF 1 1/4" �t w7� �r CORP. 24 " -70" HORIZON C. FINE SANDY LOAM La DIA. L5' NOW OR FORMERLY. +' '04A S ELDO LO1LP• E.SH,GW. ® 70" TEST PTT.' 7P#14 -6 10 p0 12 A. G. FND DANIEL R. & BRENDA S DEUTSCH �• SCALE: J •r- 30 DATE: NOVEMBER 17, 2014 ELEV. =28221 y0- TEST PIT 7P9 E S H G.W. ELEV 273.5 L� NOW OR FORMERLY MERIDIAN ELEV. =280 71 1 11 " HORIZON A: LOAM WILLIAM H. &HELEN LEV/SON ASSOCIATES E.S.H.G.W. ELEV=272 GRAPHIC SCALE 11 2t" HORIZON B. SANDY LOAM O " -8" TOPSOIL 21"-120" HORIZON C: LOAMY SAND SCALE 1 " =30' 24- 1 " HORIZON B. FINE SANDY LOAM E.SH.G.W. ®105" FEET 500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302 24"-700' HORIZON C. FINE SANDY LOAM 30 0 15 30 60 120 REVISIONS BEVERLY, MASSAGH[iSETTS -0/415 WFSTBORflUGH,MASSACHUSETTS 01581 E.SH:GW. 070° TELEPHONE: (978) 299-0447 TELEPHONE: (508)873 -7030 Y7 W N:MERIDMNASSOG.COM METERS 0 5 70 20 40 DWG, No. 3899- 1- DEF -REC 2/4/15 NO REVISIONS TO THIS SHEET MAC MJN SHEET NO. 2 ©F' 12 PROJECT No. 3899 -1 No 610 PG 79 NO. DATE DESCREP TION BY CHK'D fnnvnoA ®fi MriBiinAVwiUesJm A9nehd rmrvei TBM f� DESCR1PTfON ELEV. Q BOLT OVER MAIN OUTLET 27765 HYDRANT L/� CUT SPIKE SET 1.5' A.G. 7N ID POLE 30/70 274.80 24" G�'0 / / / 3D„ ��1J 5T LOCUS �W S3/DH END 0 / / / / / 95 ro o 24" ti \ G I z 24_ vv 2 uPL 7H vv t Fr�un (SEE NOTE 7) LOCUS MAP_' DATE- J 36 // / MB \ \ (NOT TO SCALE) 36" \ \ \ Tf7EEL7NE y- // / p \ \ __- ----278---- TWO FOOT CONTOUR 1 " \\iP \ - - -280 - -TEN FOOT CONTOUR 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS /,2%'!1191 LCE CLERK OF THE TOWN OF LEXINGTON, 36 %/ O�V3 Vi5 END ; �\ \ `rZ�- \\ + 279.8 SPOT ELEVATION DEPICTED HEREON WERE OBTAINED FROM AN INSTRUMENT MASSACHUSETTS HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF SMH /,� / A' �\ \�G, GG BITUMINOUS BERM SURVEY CONDUCTED ON THE GROUND BY MERIDIAN THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS BEEN RECEIVED R(M =274.9 / G \ AG o \ \ \z S . STONE WALL ASSOCIATES, INC. BETWEEN FEBRUARY 22 AND MARCH 22, AND RECORDED AT THE OFFICE AND NO NOTICE OF APPEAL WAS INV =266.6 /'E� r \ 2002, SEPTEMBER 2 2009; AND SEPTEMBER 70 THROUGH RECEIVED DURING TWENTY DAYS NEXT AFTER SUCH RECEIPT AND �V} ii5 /� \ 2 2779 jA\\V �, CONIFEROUS TREE SEPTEMBER 12, 2014. RECORDING OF SAID N077CE. S6/OH END i / 0. - CONIFEROUS SMH +!! 3�" ��A 2. THE SUBJECT PROPERTIES DEPICTED ARE LOCATED IN THE RS INV. =263.4 'y /' S Y \ L.,d' DECIDUOUS TREE 66 (FROM TOWN'S �k �I / c UP 20 "" m j (4) 5" \ 4" \ \\ D DRAIN LINE DISTRICT (SINGLE FAMILY DWELLING)- RECORD SEWER �' '� \ \\ OHW— OVERHEAD WIRES f B ( V i \ _ _ J. THE SUBJECT PROPERTIES ARE DEPICTED AS LOTS 34A; 348, TOWN CLERK PLAN) ! -&Dk / / N z \ \��' Ca 2) 70" - GS - - COMPILED GAS SERVICE 35, 56A & 36B ON TOWN OF LEXINGTON ASSESSOR'S MAP 34. ! 8 / / 0 "7 - ..-- -' 2q8 " \ \\ - - - -7EC- - COMPILED TELEPHONE /ELECTRIC /CABLE - -- S - COMPILED SEWER LINE 4. THE LOCATON OF ALL UNDERGROUND UNLIT)fS SHOWN ARE 4 =' oo / 5° TP 8 \ TF '� #4 - - -SS- - - COMPILED SEWER SERVICE APPROXIMATE AND ARE BASED UPON A PARTIAL FIELD SURVEY Z AND COMP7LA770N OF PLANS OF RECORD MERIDIAN \ # o' �- - - W- - COMPILED WATER LINE 5" -I- u' ASSOCIATES INC. DOES NOT WARRANTY NOR GUARANTEE THE ( ,7g E+ o \\ °� \ �� 4^ --- V✓S - -- COMPILED WATER SERVICE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. THE CB r % \ UP 9 150 \ < "� TERMINUS UNKNOWN m \ \ ' 4° CONTRACTOR, THE C COMMENCEMENT 077 S AND CONTACT RIM= 277.4 i %� \ G N �� 5„ ' %8 m � ' sr ,.P ���� QS SEWER MANHOLE +N' �Y °0 5" \ \v' SHALL VERIFY THE LOCATION OF ALL UTlLl77£S AND CONTACT ENV.= 265.9E q, / - 1 \-<- 5 `- < m \ �� Q DRAIN MANHOLE DIG SAFE AT 1 -888- 344 -7233. ( S8 /DH \ ( g �' �.,, ICV \ \ 78=• NOW OR FORMERLY ❑ CATCH BASIN AREA DRAIN 5 00 FND +274.8 f A v ( / -� /CV \ \ 8^ THOMAS C. & i; cn y G' C < m / / \6 MILDRED H. BART£E WATER GALE/ 5. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN :{ pom \ 41- G w. dP,¢'74 -2 /CV .d5 l 8" -O HYDRANT POLE I \ ATTEMEN TS WHICH MAY EXIST A REASONABLE AND DILIGENT .po \ No -ON G N ATTEMPT HAS BEEN MADE 70 OBSERVE ANY APPARENT - so ��5 V Z o 1 o �q0 ELECTRIC METER VISIBLE USES OF THE LAND; HOWEVER, THIS DOES NOT p ,t1PN30/70 } m l \ E LA �2 GF' \ \„� 12" ® GAS METER 3 \ 5 ? CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST. RGP,S v i 0.0 �.� �. ? �e 8 \ \ 0 i i m _t 2 \ Z \ Q0� 4 LIGHT -V4 GAS GATE Y 'MOO 8 RIM =275.9 \ \ N 4 28, , \ L� \ \ \may S 0» 6. HE SUBJECT PROPERT7ES ARE LOCATED W /THIN FLOOD ZONE X 0 Y o i \ V TP#9 \ Tp 6 O /CV IRRIGA770M CONTROL VALVE (UNSHADED) AS IDEN77FIED ON FLOOD INSURANCE RATE MAPS G 5 = Z 1 (3) 4" ( \ \ ®TP3 TEST PIT rn" _ (FIRM) NO. 25017C0417E AND NO 25017C0392E AS PUBLISHED .._,74,6 / 1 28? TYP. TYPICAL BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY WITH AN 8' FFF =279.6 0 \ i S.F. SQUARE FOOT EFFECRVE DATE OF JUNE 4 2010: AC. ACRES y o 4aG Zi ..4 2 %jTf"" '�\ xlsj\ Gti G 1 Alm No' .ONG 24" A.G. ABOVE GRADE CB y NO- LN O / /� EGPgP ` �' \ ' EX l\ \\ OH OVERHANG 7 THE ELEVATIONS DEPICTED HEREON ARE BASED ON THE TOWN RIM =227.0 N r EX LLIN / / -f- 0 LL$y, \ OF LEXINGTON SEWER DATUM. INV. = 264.91 � D� 2 0 28 MB MAILBOX SMHt ,A 6 TP #74 -1 % / ._287.4 Y-f- PPP % / 2v} EDP EDGE OF PAVEMENT I BB BITUMINOUS BERM RIM =269.7 ® / J / '�./ / \ / 8" Gti _ 2,$1-8 BIT. BITUMINOUS Rp eylfrl,�,'r, "1r/AY ( FFF =25.3 ,� \ 275r 1 i ,�80� is�°P(`' YJ+�Syt \ _/ 'moo CONC. CONCRETE T T ' Q9 1�V1 t o RCP REINFORCED CONCRETE PIPE Zt/ / pp; � Zg2 ICV �- -.- 282-' \ LOT �OS o- FFF FINISHED FIRST FLOOR NOW OR FORMERLY r 274. ? / AREA 1�/ / _ 282 5 282'2 + \\ \ + 28 i 2 FGF FINISHED GARAGE FLOOR LEE D. & - 20,000 S.F. ,r 2822/ -' + LOT 106 ��� VC VITRIFIED CLAY KATHRYN S BENJAMIN / � _280.2 28i 6 1 j � 14" ?e LOST 110 / � z8e -s x 18" 282 8� AREA- 14" COMMON OWNERSHIP �/ AREA 27& a (:)4 56, e v Ld8 APPLJCANT_' RFFEREMC 5. T �� = 20,000 S.F. i ± FP #7 284.7 + 16„ 8" /LOT 108 'LOT 107 - - -- \ s a 40 SHRDON CORP. -LAND COURT PLAN 6962 -A e / .� Zg2.8 /i 1 -284.1 285.0 + (''y ,//)'" 2842 tP ' DIA. 1' TODD CATALDO - LAND COURT PLAN 6962 -C 2 a i / , -8 +1 ?6,, 8 j -� 16" !� 6 8" F8" A.0. FND 127 LEXINGTON, T ROAD EA= k/ 4,�71a,8 (3) 10" 14" �j (2) 8„ LEXINGTON, MA 02421 T£'ST PIT INFORMATION ADDID20L TEST PIT INFORMA770M o o � ° i 54, 7 SF 2g L dd 072,= 76" \ 12„ m o / X848 14" RECORD OWNERS.'' TEST PITS WERE PERFORMED 8Y PETER TEST PITS WERE PERFORMED BY z-^ o_ '' 2u4,2 v * 14" 24" 8'" / mil"` "" in 'y #36 CARY AVENUE (MAP 34 LOT 34A & 548) ON 10116108 OF MERIDIAN ASSOCIATES, ALEXANDER F. PARKER (S.E. #1848); ON 6" "�-/ 1 2�'q2 LL,,.g�g 13' 16" ON 10/76/08: 9122114. }g» / N, TPJl74 -3 �'- COLE FAMILY TRUST TEST PTT.' 7P 4 TEST PIT.' TP 14 -1 6.. Jam'5/ 4,. / 285.5 1(2' , T -'.S -02" 00 CERTIFICATE NO7 257521 TRUSTEE » 2 ELEV 278.41 ELEV. 275E # 0 1 72 s 12" 1 �s L.d 00 REGISTRATION 800K 1459, PAGE 30 ESHGW. ELEV. =2717 ESH.DW. ELEV. 289.6 12S r. �° 0 Y2" j _7 .4.6 ;_285.% �y g•, 18•• 14" '� 4d 72„ 0 8" +2E` 5 16" 1 �)-1� #42 CARY AVENUE (MAP 34 LOT 35) 0"-8" TOPSOIL 0 13" HORIZON A: LOAM o„ �4 d% 8" ''� Lt...ttt �- i ROBERT E. SMITH, JR. 8 "-40" FILL. FINE SANDY LOAM + GRAVEL 15"-24" HORIZON B: SANDY LOAM74" 12 / �} % " - -� i �Q 14 ..i. 4 CURRIER COURT 40" -778'" HORIZON C. FINE SANDY LOAM 24"-121' HORIZON C.' LOAMY SAND / 14" 14 ( i„�t i 10" 4" (2) 8" 8 18" t..d 1 ('f3'y9" 8 9" CER FCATE NO 256163 (3) 10" 2a�}P #i4- /0» �,.�-""- .186.5 10" `✓ , �' 18" v 28,3 5 / i ^ " 1 REG1S772A770N BOOK 01449, PAGE 142 ESHGW. 0 88" ESFLGW. & 65' TEST PIT.- _Q_± JEST PTT. 7Pf/74 -2 — '] qi 8" / 72" (•'� 1 CAZ GARY AVENUE (MAP 34 LOT 368) ELEV -27891 ELEV -2791 6 "' `'°v J 10° _� 9 7p" �72" .,°r 6" 0. 1" .G. CAZ REALTY TRUST ESH.G.W. ELEV. =2732 ESHGW. ELEV. 273.3 70 / +2u °.., 3 1�'" 26" 0.T A.G. 8" 10 "/ ) 8" JACQUELINE T FALCON, TRUSTEE 8" (2) 6 "" �} j 8" t0" x_287. (2) 14" 0�' / END NOW OR FORMERLY 168 GRANT STREET O" 4' HORIZON A: TOPSOIL 0 13" HORIZON A. LOAM L.8 / t„p ("' (n O {may FREDERICK K &ANNE -MARI PASTER LEXINGTON, MA 02420 4 " -17" HORIZON B.- FINE SANDY LOAM 13 39" HORIZON B: SANDY LOAM 8' 74" 6" 6;1 6" 6" 11°'l \ 4.88 1 9" TER 77FICATE NO. 236774 11 °-108" HORIZON C FINE SANDY LOAM 39 127" HORIZON C LOAMY SAND 6y \ REGISTRATION BOOK 1320, PAGE 20 E.SHG.W. & 68" ESHGW. ®68" - -12_ 284" �O � � 1 �j}8• 72' (2) 8" /,• 6" 81, JO" TP #14_5 \ LJ 8" (2) 8" 2 12•• VAS CARP AVENUE (MAP 34 L07 36A) TEST PIT 7P#6 TEST P!F- 7P#14-3 72° 72 °f �8•• I O VAS1LlK7 REALTY TRUST ELEV= 280,51 ELEV 285:51 l 8 16" t 8 THOMAS J CATALDO, TRUSTEE ESH.G.W. ELEV =274.3 (3) 15" �12° 8" I ," 1 12879 48 CARY AVENUE 0 12" HORIZON A. LOAM 24„ _ _!! �to 8,," 2) 14" = -288.5 I LEXINGTON, MA 02420 0' -4" HORIZON A: F7NF SANDY LOAM 12 25" HORIZON B: SANDY LOAM n "" "" '*P 7 - / \ 72" (2) 10" - " = ' CER77FICATE NO. 245789 / ., t.d 13?.8 4 " -22" HORIZON B.' FINE SANDY LOAM 25' -123" HORIZON C: LOAMY SAND 8" 4"'x.61 12 to- ,1 1� (, REGISTRATION BOOK 1380= PAGE 24 22' -114' HORIZON C: FINE SANDY LOAM o: 6 �-\�"7"'� 14 L7•10 ____2 8 v ESHGW. -NONE OBSERVED 4F`'R.°Ft4 / ,i 10" 2899 8" �8" Tp #1 16" C8 1DH E SH.G W. � 74° TEST PIT 7P#14 -4 286= � 10" 7 14" �}8•, (D8 {'" -�8' �lL.I ,H,{jjJ (�jjti(�(�;(� -�� 4,9 r .1 END TEST PIT. 7P#'7 ELEV 289.1. 10 ('1 (72 ") +288.6 ELEV =zsaal 81, � o.- � + Now OR FORMERLY (ASSESSORS MAP 34 —LOTS 34A, 34B, 35, 36A & 36B) ESHGW ELEV. = 277.4 0 2" HORIZON A: LOAM 10" (3) 70 "" �.; -290 �goa HARRY B. & SARAH L. WOLFE ]�y�rp7�y�r�7T�7 SUBDIVISION 2 10' HORIZON B• SANDY LOAM to' Of2.• 010" 2E8 -5 + 5 11t�l'1SY11.1VEj 0.' -4" HORIZON A: FINE SANDY LOAM 10 120" HORIZON O: LOAMY SAND 12" ) 288 i 4 "-24" HORIZON B. FINE SANDY LOAM g" 6" 24" -114" HORIZON C. LOAMY SAND E.SH.G.:W. - NONE OBSERVED 6" 8"' '•8„ 4,e g^ RECORD li OlYDT1Oi.J 1 -I.H1V OF L.H.lYD J� ]' �,�7jj'j]�]' /�]�TLOC]AfTED IN ]'jet !T TEST G.W. T 75° REV PIT. 7 #ri4`5 72" 7 6' 8 6 ; g" 6', }0" � 8 9G i LEXINGTON X GTV1Y, lYIASSAC CJ aJ T l S TEST PTT 7Atf`8 1J �PP ELEV.GW EL 0 -91, HORIZON A LOAM / 14" ! i� r ESHGW. ELEV. =2725 9"-25" HORIZON B: SANDY LOAM �6" 0) 8" 8^ 00 12 "� pR � (MIDDLESEX CO- UNTI') 0' -4' HORIZON A. FNE SANDY LOAM 25"-121" HORIZON C..- LOAMY SAND - %� (2) 30" 'P PREPARED FOR 4' -24" HORIZON B: FINE SANDY LOAM f.SH.G W. -NONE OBSERVED - 6 r-3�^" I 50 IF 1 1/4" �t w7� �r CORP. 24 " -70" HORIZON C. FINE SANDY LOAM La DIA. L5' NOW OR FORMERLY. +' '04A S ELDO LO1LP• E.SH,GW. ® 70" TEST PTT.' 7P#14 -6 10 p0 12 A. G. FND DANIEL R. & BRENDA S DEUTSCH �• SCALE: J •r- 30 DATE: NOVEMBER 17, 2014 ELEV. =28221 y0- TEST PIT 7P9 E S H G.W. ELEV 273.5 L� NOW OR FORMERLY MERIDIAN ELEV. =280 71 1 11 " HORIZON A: LOAM WILLIAM H. &HELEN LEV/SON ASSOCIATES E.S.H.G.W. ELEV=272 GRAPHIC SCALE 11 2t" HORIZON B. SANDY LOAM O " -8" TOPSOIL 21"-120" HORIZON C: LOAMY SAND SCALE 1 " =30' 24- 1 " HORIZON B. FINE SANDY LOAM E.SH.G.W. ®105" FEET 500 CUMMINGS CENTER, SUITE 5950 69 MILK STREET, SUITE 302 24"-700' HORIZON C. FINE SANDY LOAM 30 0 15 30 60 120 REVISIONS BEVERLY, MASSAGH[iSETTS -0/415 WFSTBORflUGH,MASSACHUSETTS 01581 E.SH:GW. 070° TELEPHONE: (978) 299-0447 TELEPHONE: (508)873 -7030 Y7 W N:MERIDMNASSOG.COM METERS 0 5 70 20 40 DWG, No. 3899- 1- DEF -REC 2/4/15 NO REVISIONS TO THIS SHEET MAC MJN SHEET NO. 2 ©F' 12 PROJECT No. 3899 -1 No 610 PG 79 NO. DATE DESCREP TION BY CHK'D fnnvnoA ®fi MriBiinAVwiUesJm A9nehd rmrvei TBM f� DESCR1PTfON ELEV. Q BOLT OVER MAIN OUTLET 27765 HYDRANT L/� CUT SPIKE SET 1.5' A.G. 7N ID