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CONSTRUCTION <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />r vrc"nnrn nr T(`Ll <br />_ .LINDEN <br />STREET <br />(NON- STREET <br />50' WIDE) <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />GARFIELD %' , S TREE T <br />(NON - STREET - 50' WIDE) <br />NOW OR FORMERLY / <br />TOWN OF LEXINGTON LBENCHMARK. 6x6 GONG REMAINS OF OLD <br />ILL HOLE FND. STONE F OUNDATION EV_ =1 2. 00 TO BE REMOVED <br />6) I <br />O�cy`y �J� <br />`PROPOSED 4' <br />WIDE PATH �f <br />GARRELD <br />V 1 0 <br />STREET <br />GRAPHIC SCALE <br />SCALE. 1 "- <br />GARFIELD ST. - 50' WIDE FEET <br />20 0 10 20 40 <br />2' WIDE <br />GRAVEL 2' WIDE <br />SHOULDER GRAVEL 0 5 10 20 <br />EXIST. SHOULDER METERS <br />1 GRASS <br />4 ° MINIMUM <br />12" GRAVEL LOAM & SEED <br />1 i/2" TOP BASE <br />COURSE <br />1 112" BINDER <br />COURSE <br />TYPICAL ROAD CROSS SECnt V <br />NOT TO SCALE <br />irirXi( D. <br />—S-0—S— EXISTING SEWER MANHOLE <br />-G EXISTING UTILITY POLE <br />4 EXIS77NG FIRE HYDRANT <br />PROPOSED FIRE HYDRANT <br />S EXIS77NG SEWER MAIN <br />W EXISTING WATER MAIN <br />01IW EXISTING OVERHEAD WIRES <br />TO BE RELOCATED UNDERGROUND <br />S PROPOSED SEWER <br />W PROPOSED WATER MAIN <br />PROPOSED UNDERGROUND 7FLEPHONI <br />ELECTRIC & CABLE 1 <br />EXIS77NG CONIFEROUS TREE <br />' EXISTING DECIDUOUS TREE <br />EXISTING DITCH <br />EXISTING GRAVEL ROAD <br />BITUMINOUS BERM <br />FOR REGISTRY OF DEEDS <br />APPROVED BY <br />DATE <br />40 <br />j <br />4 <br />2) W <br />DATUM ELEV <br />180.00 <br />16' <br />V, �? <br />r�0 <br />e 2 <br />eo�\2 <br />2 <br />W <br />�n <br />p �tio <br />i <br />s <br />• • • <br />'! • s t / :...•mss ° °v ���ie• <br />• + � . we r m , iW � e 4iP s � e a <br />BITUMINOUS WOOD <br />CONCRETE PORCH <br />DRIVEWAY <br />EXISTING <br />1 STORY WOOD <br />FRAME HOUSE <br />#64 GARFIELD <br />WSTREET <br />O I <br />S <br />RELOCATE EXISTING <br />HYDRANT <br />NOW OR FORMERLY { <br />TOWN OF LEXINGTON I PROPOSED 16' <br />WDE PAVEMENT <br />Ls \-6" CLDI S S S <br />NOW OR FORMERLY <br />TOWN OF LEXINGTON <br />CONCRETE VAULT <br />W/ WATER BUBBLER <br />6 x6" WOOD <br />POSTS — <br />' #t <br />BENCHMARK: 6 Ee, <br />BND. W/DRILL H <br />W. CORNER EL <br />NOW OR FORMERLY ti XISTING <br />W SEWER MANHOLE <br />DA VID A. ROBERTS k RIM = 192.97 <br />J INV. (OUT) = 178.90 <br />INV. (IN)= 179.07 <br />O NOW OR FORMERLY (FROM GARFIELD ST. <br />30 SUBHASH & KASTURI GUPTA CURRENTLY PLUGGED) <br />N= <br />p V, <br />o �n <br />100.00' VC no aw°o <br />o n o „� o a +oao 4 <br />IN ao u� N °i LOW POINT ELEV = 189.66 0 0' p it �' <br />HYDRANT WITH N ro o of u rn 2 a <br />WATER GATE 4 �c0a0 LOW POINT STA = 1131.36 Z ,) <br />MEET EXISTING N 400,2 ~ > w PW STA = 1t30 61 222 <br />�- <br />GRADE Z If <br />> m <br />PW ELEV = 189.40 > ,i <br />art m A.D. = -2.06 W W <br />-...,, ,e-1.06,g K = 48.64 p 0ox <br />_ —� <br />8w—A � MANN <br />6 PVCISEM <br />SER14 TO <br />NOMSi: $ rn <br />1. THE LOCA77ON OF ALL UNDERGROUND U77LI77ES SHOWN ARE APPROXIMATE Ot00 <br />AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILA77ON OF <br />PLANS OF RECORD. MERIDIAN ENGINEERING COLLABORA77W, INC. DOES NOT <br />WARRANTY NOR GUARAN7EE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT <br />DEPICTED. THE CON7RACT09 PRIOR TO COMMENCEMENT OF CONSTRUCTION, <br />SHALL VERIFY THE LOCA77ON OF ALL U77LI77ES AND CONTACT DIG SAFE <br />Y AT 1 -800- 322 -4844. <br />2. FOR BENCHMARK LOCA77ONS, SEE SHEET 1 OF 12. <br />3. SEE SHEETS 1 & 4 OF 12 FOR ADD177ONAL NOTES. <br />4. SEE SHEET 8 OF 12 FOR PROPERTY LINE DESCRIPTIONS. <br />! DECLARE, TO THE BEST OF MY PROFESSIONAL -- A--* ANERK OF THE TOWN OF <br />KNOWLEDGE, INFORMATION, AND BELIEF, THAT LEXINGTON, MASSACHUSETTS HEREPY CER77FY THAT THE NOTICE OF <br />7HIS PLAN WAS PREPARED IN ACCORDANCE APPROVAL OF THIS PLAN BY THE LEXINGTON PLANNING BOARD HAS <br />WITH THE RULES AND REGULATIONS OF THE BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO NOTICE <br />REGISTERS OF DEEDS. OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER <br />SUCH. R CEtPT AND RECORDING OF SAID NOTICE <br />L <br />FOR MERIDIAN ENGINEERING, INC. L D-A —TE /T:' <br />�y9MiIf�CLERK DATE <br />L =.173' <br />1+50 <br />S =D 010 <br />EXISTING <br />WATER GATE <br />- - - - EXISTING - - <br />� c'e <br />PROFI,feE: <br />SCALE. • 1 = 2' VERT. <br />1 „ = 20 HOR. <br />1 0 1 2 4 VERT. <br />JO 0 10 20 40 HOR, <br />"THIS PLAN IS SUBJECT TO A COVENANT" DATED ftZ —AZ1"W" <br />"THIS PLAN IS SUBJECT TO A CERTIFICATE OF ACTION DATED A"A •" i��r <br />"THIS PLAN IS SUBJECT TO A SPECIAL PERMIT DATED <br />--- --- ____" <br />D11Cd No. 2176PLPR(XREF,• 2176MAJN) <br />(NON - STREET <br />50' WIDE) <br />EXIST 5' BIT. CONC. SIDEWALK <br />G�IRFIFLP <br />STRFFT <br />((,PUBLIC-50' WIDE) <br />G W-- <br />4" STL GAS LJ E <br />Siff/ 3 G <br />Is wa* <br />` s <br />V CP4 U <br />j W <br />4 <br />a+ �w o W <br />*per 11 <br />50.00' VC <br />o PW STA 3+25 <br />PW ELEV = 191.35 n + 2 *'1 <br />�i <br />A.D. = -0.61 <br />K = 82.53 <br />mEXISTING RIGHT--- <br />GRADE <br />i <br />EXIS77NG CENTER <br />LINE GRADE <br />GRADE LEFT <br />- - - - - EXIST NIG <br />MAIN WA TEd GATE <br />—WATER -' <br />L =165' <br />2 +50 <br />OWNER OF RECORD /APPLICANT.• <br />RONALD K. GOLD <br />NANCY P. GOLD <br />17 MALBERT ROAD <br />BRIGHTON, MA 02135 -2618 <br />REVISIONS <br />1 17125195 16' WIDE PAVEMENT <br />KPF I REW <br />S =0,010 <br />8` PVC <br />4 <br />orn� <br />w. <br />� k IIC <br />a <br />222 <br />Ol w w L =6.• <br />S =aoIO <br />3+00 3+50 4 +00 <br />DEFINITIVE SUBDIWSION <br />STREET LAYOUT PLAN & PROFILE <br />LOCATED IN �j <br />LF 11rGTf�11 ffdA5��1ChIVS�TTS' <br />fewpip"s" coam j <br />6URFIFLD ST "FT ffXTf)VSl0)V <br />.4 4 6l it U)MMUL A7 (lr.8 l visio)v <br />SCAM 1"= AS NOTED DATE: MARCH 17, 1995 <br />""I I <br />Alm T <br />•,Riie lic R > M E R i D I A i i <br />EN G I N E E R I N G, I N C. <br />p)p�7M _ 100 CORPOPATE PIACE, . SUITE 109 <br />Bahl MOODY, IIASSACHUSEM 01980 <br />4 0 - TELWHONE: (508) 535-7= <br />SHEET No. 5 OF 12 PROJECT No. 2176 <br />