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N <br />0 <br />N <br />ti <br />0 <br />0 <br />10 <br />i <br />K <br />ll <br />D <br />N <br />I <br />J <br />0 <br />0 <br />z <br />O <br />Q 115 <br />w <br />J <br />W <br />LG -221 D <br />110 <br />105 <br />#81 & #83 <br />KILN BROOK <br />a� A, "o <br />T* -121 rn <br />'� �. c <br />A. s� <br />r C-E1 ft t'• G 8� <br />W <br />.A <br />LIMIT OF PAVEMENT OVERLAY, <br />SEE "KEYWAY DETAIL" DRAWING <br />NO. C -16, TYP. <br />4C441 <br />` HARTWELL <br />r <br />1 -- <br />..�s,nA, 12 -122•- '•- r�u_T- �-r-=-- �-- " " -7 <br />-- DYL--' — <br />FORCE MAIN r <br />!� E <br />r E <br />0 _ <br />s <br />U'a Ak 11 Ak 11 <br />1 AL <br />Ak <br />Alk <br />HAY BALES AND SILT <br />FENCE, TYP., FOR DETAILS <br />SEE DRAWING NO. C -16. <br />_ TENN. GAS EASEMENT <br />r <br />T. CONC. PVMT. <br />— DYL�_! <br />Ak <br />i/ KFi6'7 <br />1%Fi{8s _ <br />Ak APPROX/MA rE LOCA nOh <br />rENNESSEE GAS CO• r.4 <br />Ak <br />HEADWALL <br />'� Ak /NV.- 114,J7(FROM <br />4 '� /VV.- 11.24;10-48` R P)� <br />r <br />i 10 \\ '__ 118 - --- -i ____ 112, <br />\ <br />., T I -- 1t9 : eI3ie' :'719-x#'– <br />'—r, -- REMOVE EXISTING AND .. -` <br />-DYL INSTALL NEW ASPHALT —DYL <br />CURB AS REQUIRED <br />r <br />4Ft71 o MF 2 iN <br />�w <br />loco � ~ 4k <br />PLAN <br />SCALE: 1"=30' <br />Ak <br />AVE. <br />AI, <br />r <br />..:t2_1 , 300 <br />DYL W- <br />12" FO Dn- <br />c� 1. CE <br />MAIN <br />s� yf r " CORP. STO <br />W176 <br />HEADWALL * At 11 Ak <br />1NV -113 BT A GUAf <br />AL 1NV.- 771,77(2_4$ CB�14 <br />Ak Alk ) r <br />RCp AL Ak <br />4 <br />It <br />A500 <br />66 <br />LIMIT OF RIGHT OF WAY, TYP. <br />-z- <br />C14 <br />--- W <br />_. W <br />I i � <br />+ <br />M <br />I1L W <br />z <br />1 U <br />1 A- <br />a <br />Z <br />3040 31H+00' 31 +00 31 +00' 32 +00 3z+oo' <br />L9 +55' <br />,+oa' 34+00 34100' <br />PROFILE <br />SCALE: HORIZ. 1' =30' <br />VERT. 1"=3' <br />35 +00 35+oo <br />36 +00 <br />5' 0' 5' 10' <br />1'=3' <br />25' 0' 25' 50' 75' 100' 125' <br />1"=30' <br />3b+oo' 37 +00 Z,7+ 00' 37 +90 <br />37 +45' <br />125 <br />120 <br />U) <br />7 <br />1� <br />115 Q <br />1,1 <br />I,1 <br />110 <br />105 <br />REV DATr DESCRIPTION DRAWN APPVD <br />DEPARTMENT OF THE AIR FORCE <br />847 SPTG / CECE <br />HANSCOM AFR, MA. 01731 <br />la>4 BASE CIVIL ENGINEERING SQUADRON <br />FAY, SPOFFORD R THORNOIKE, INC. -- DRAWING NO <br />LEXINGTON, MA REPAIR SEWER FORCE MAIN <br />COORDINATION HANSCOM AIR FORCE BASF, MA. (l i 1' <br />SAFETY CHIEF, oeM <br />t <br />STA. 30 +00 TO STA. 37 +90 CIVIL <br />SECURITY CONTRACT PROGRAM. - - <br />PLNG OR BASE CI <br />COMMUNICArf M CONSMICTIM MGT CHIEF, ENW LING SECT. CHIEF, ENX MV L ENGINEER <br />FIRE CHIEF CORROSION CTRL ARCHITECT CiAL ENGINEER CSQ DATE 12 AUGUST iqq S <br />MEDICAL S&4S ENVIRONMENTAL ELECTRICAL END MECHANICAL ENG SCALE AS NOTED <br />MXR092-035 <br />USING AGENCY ENERGY CONSERV. STRUMMAL ENO DRAWN BY CAP CAO I'ROJECT NUMBER <br />NCOIC , DRAFTING VAULT FXE NUMBER 5I IFET 11 OF S 1. <br />B -12 <br />13-13 <br />CORPIORATIONDSTOP INSTALLED <br />EXISTING STREET SURFACE <br />AT THE TOP OF THE PIPE AT <br />THE HIGH POINT X--MIN. <br />COVER <br />B -14 <br />AS SHOWN <br />NET LINE]_ <br />25't6VF9 ALIVE ELLfiK <br />ELECTRIC <br />Eu talc <br />RAIN <br />41 <br />18" MIN. CLEARANCE REQ'D <br />BETWEEN GAS PIPE AND FORCE <br />MAIN. TEST PIT TO BE DUG <br />TO LOCATE GAS LINE, PRIOR <br />TO INSTALLATION OF FORCE MAIN. <br />5.0' MIN. COVER--- <br />24 " HP GAS <br />IN 30" SLEEVE (NOT SE:N) <br />I <br />A <br />12" D.I. FORCE MAIN <br />78 <br />48" RCP <br />AP PRCA.S' <br />r0v�4 —z <br />DRAIN <br />1" BwwaF <br />48" RCP <br />5.01 <br />.0 <br />65 <br />t5 <br />19 <br />12.0' <br />1 <br />22 <br />I <br />0 <br />12.0' Lin <br />> <br />z <br />> <br />z <br />3040 31H+00' 31 +00 31 +00' 32 +00 3z+oo' <br />L9 +55' <br />,+oa' 34+00 34100' <br />PROFILE <br />SCALE: HORIZ. 1' =30' <br />VERT. 1"=3' <br />35 +00 35+oo <br />36 +00 <br />5' 0' 5' 10' <br />1'=3' <br />25' 0' 25' 50' 75' 100' 125' <br />1"=30' <br />3b+oo' 37 +00 Z,7+ 00' 37 +90 <br />37 +45' <br />125 <br />120 <br />U) <br />7 <br />1� <br />115 Q <br />1,1 <br />I,1 <br />110 <br />105 <br />REV DATr DESCRIPTION DRAWN APPVD <br />DEPARTMENT OF THE AIR FORCE <br />847 SPTG / CECE <br />HANSCOM AFR, MA. 01731 <br />la>4 BASE CIVIL ENGINEERING SQUADRON <br />FAY, SPOFFORD R THORNOIKE, INC. -- DRAWING NO <br />LEXINGTON, MA REPAIR SEWER FORCE MAIN <br />COORDINATION HANSCOM AIR FORCE BASF, MA. (l i 1' <br />SAFETY CHIEF, oeM <br />t <br />STA. 30 +00 TO STA. 37 +90 CIVIL <br />SECURITY CONTRACT PROGRAM. - - <br />PLNG OR BASE CI <br />COMMUNICArf M CONSMICTIM MGT CHIEF, ENW LING SECT. CHIEF, ENX MV L ENGINEER <br />FIRE CHIEF CORROSION CTRL ARCHITECT CiAL ENGINEER CSQ DATE 12 AUGUST iqq S <br />MEDICAL S&4S ENVIRONMENTAL ELECTRICAL END MECHANICAL ENG SCALE AS NOTED <br />MXR092-035 <br />USING AGENCY ENERGY CONSERV. STRUMMAL ENO DRAWN BY CAP CAO I'ROJECT NUMBER <br />NCOIC , DRAFTING VAULT FXE NUMBER 5I IFET 11 OF S 1. <br />