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N <br />a <br />u1 <br />0 <br />M <br />N <br />O <br />K <br />n <br />a <br />N <br />N <br />I <br />i <br />0 <br />TBM <br />FRONT CAP BOLT <br />ON FIRE HYRANT <br />EL. 130.84 _ <br />M� <br />�i- <br />135 <br />130 <br />125 <br />{n <br />Z <br />O <br />F- <br />W <br />J <br />W <br />120 <br />I G- ?_210 <br />115 <br />110 <br />r12I col, i <br />H #121 <br />V <br />#35 HARTWELL AVE. <br />CB #123 <br />- 5n _ A <br />"pG 126 <br />5--- , <br />CB #120 30" gCO_ -• - <br />LIMIT PAVEMENT <br />HARTWELL OVERLAY, SEE "KEYWA tA� <br />#29 HARTWELL AVE. DETAIL" DRAWING NO. % <br />126 C -160 IYP. <br />� R D— <br />127 —___ _ <br />�128 <br />_NE G---- Cr- -- - -G— <br />G CB #31 0 10' <br />Q 13 <br />129 % DYL DYL- <br />?' D DYL DYC BIT. C NC. PVMT. <br />DMH 29^ 12" RCP .. _ 1P-8 - RAP <br />_ CB #30 <br />E E' Sgt EJ 1_ .1_ FATS(- - -8 -20 — 9— S1 --y�N --T11SION -- <br />— — S Hy10 S S - s_ o--- Q—S -as — — S _ __72 <br />180 RCP / ?g CB #124 12 1Gi - - - - -- 13r�,> <br />CB #124A N REMOVE EXISTING AND N � LIMIT OF RIGHT OF W Y, TYP. <br />INSTALL NEW ASPHALT = a� <br />CURB AS REQUIRED a REMOVE <br />�4 UNSUITABLE <br />MATERIAL <br />APPROX. <br />VIN DEPTH <br />Z <br />O) CN <br />>1 <br />Z <br />i4 +00 <br />5�Y.00 <br />S "- WATER <br />• 9i' l <br />8" AC SEWER <br />l5 +00 <br />5StQ0` <br />i <br />18 CT TI IWEnE <br />5.0' MIN. /w <br />COVER 4.0' <br />2 <br />12.0 <br />13 <br />56 +00 15.0' 5 <br />Sb+oO' <br />`� <br />#29 HARTWELL AVE. A Y G. <br />NN <br />o-^ -24 RCP <br />- -o-- -o- <br />3 123A 12 <br />$AZH #121A <br />SIG1�Y� �� <br />'1PE7"""i NET G <br />'L. MAR! PG <br />x,.-13 ________- - - -.�� D YL — <br />" DMH #34 <br />SMH #125 <br />131 132 <br />Z'32 HARTWELL AVE. 2 <br />sue, <br />LIMIT OF PAVEMENT OVERLAY Qom° <br />MAXIMUM 5' BEYOND TRENCH <br />PATCH (NOT TO EXCEED LIMIT <br />OF RIGHT OF WAY). <br />PLAN <br />SCALE: 1"=30' <br />EXISTING GROUND SURFACE <br />0 4" GAS <br />m®-- <br />WATER ((o ) <br />8" AC SEWER <br />58 +00 <br />58+00' <br />PROFILE <br />SCALE: HORIZ. 1 =30' <br />VERT. 1"=3' <br />59 +00 <br />sytlx>' <br />6! <br />EMERSON CUM IN T13M <br />#27 HARTWELL AVE. FRONT CAP BOLT <br />OF FIRE HYRANT <br />ff El. 131.24 <br />„ l <br />132 <br />—0-0- 4 RCP <br />INV.= 126.64 <br />8" AG <br />133 — <br />Y$ <br />I( CONSTRUCTION MGT <br />(CHIEF. ENWk R NQ SECT. <br />CHIEF, EN ! ENY PLNG RR <br />BASE qNI ENGINE[R_ <br />to <br />45° BEND <br />FIW CHV QdO. <br />1 CORROSION CTRL <br />A"TECT <br />133 <br />12" D.I. FORCE MAIN <br />CABLE <br />#24 HARTWELL AVE. <br />z <br />:3 <br />OR TEL <br />REMOVE EXISTING AND <br />MANHOLE <br />INSTALL NEW ASPHALT <br />r <br />CURB AS REQUIRED <br />im <br />LIMIT OF <br />PAVEMENT OVERLAY <br />REMOVE <br />EXISTING AND <br />INSTALL <br />NEW ASPHALT <br />CURB AS REQUIRED <br />B -21 <br />2" RCP DRAIN GAS --o <br />21 —g= 11' -3" <br />12.0' <br />5' 0' 5' 10' <br />1"=3' <br />25' 0' 25' 50' 75' 100' 125' <br />1"=30' <br />MIN. COVER <br />AS SHOWN - <br />61 +00 <br />REV <br />FAY, SPOFFORD 3 1HORNOIKE, INC. <br />LEXINGTON, MA <br />COORDINATION <br />8" AC SEWER <br />62 +00� <br />62tG(! <br />135 <br />- { 130 <br />0 <br />12.5 Q <br />> <br />1,1 <br />) <br />I. <br />- -1120 <br />115 <br />AFPV'0 <br />DEPARTMENT OF THE AIR FORCE <br />647 SPTG / CEDE <br />HANSCOM AFB, MA, 01731 <br />BASE CIVIL ENGINEERING SQUADRON <br />DRAWING NO <br />REPAIR SEWER FORCE MAIN <br />HANSCOM AIR FORCE BASE, MA. <� <br />STA. 54 +00 TO STA. 62 +00 l a E <br />COMMUNICAP" <br />I( CONSTRUCTION MGT <br />(CHIEF. ENWk R NQ SECT. <br />CHIEF, EN ! ENY PLNG RR <br />BASE qNI ENGINE[R_ <br />FIW CHV QdO. <br />1 CORROSION CTRL <br />A"TECT <br />CIVIL ENGINEER C" <br />l DATE 12 AUGUST 1 `I'I S <br />MEDICAL svftffs I ENVIRONMENTAL ELECTRICAL VQ MECHANICAL ENG SCALE AS NOILU <br />MXRD92 -0035 <br />U46V0 AOETICT' ENERGY CONSERY. STRUCTURAL EN DRAWN BY CAP CAO PROJECT NUMBER <br />NCOIC , DRAFT VAULT F" RUMRER SHEET 14 OF_ <br />nro _- <br />