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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 />#81 & #83 <br />KILN BROOK <br />a� A, "o <br />T* -12 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 />Ak <br />U ' 11 Ak 11 <br />1 <br />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 />0 <br />z <br />O <br />Q 115 <br />w <br />J <br />W <br />T. CONC. PVMT. <br />— DYL�_! <br />Ak <br />i/ 111111>/67 <br />Ak APPRO,Y /MA rE LOCA nOh <br />rENNESSEE GAS CO• r.4 <br />Ak <br />H EADWALL <br />'� Ak /NV.- 114,J7(rROM <br />4 '� /VV.- 11.24;10-48` R P)I <br />_�- r <br />i 10 \\ '__ 118 - - - - -i ____ 11 <br />\ <br />., T I -- 1t9 : eI3ie' :'719-x# <br />'—r, -- REMOVE EXISTING AND .. -` <br />- DYL INSTALL NEW ASPHALT —DYL <br />CURB AS REQUIRED <br />� <br />l oco � h 4k <br />r <br />PLAN <br />SCALE: 1"=30' <br />Ak <br />AVE. <br />AI, <br />r <br />..:t , 300 <br />DYL W- <br />12" FO Dn- <br />1. CE <br />MAIN <br />s� yf r " CORP. STO <br />W 17 6 <br />HEADWALL * At 11 A <br />1NV -113 BT A GUAf <br />AL 1NV.- 771,77 CB�14 <br />Ak Alk ) r <br />RCp AL Ak <br />4 <br />It <br />A 500 <br />6 <br />LIMIT OF RIGHT OF WAY, TYP. <br />-z- <br />C <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 />110 <br />105 <br />LG -221 D <br />3040 31H +00 ' 31 +00 31 +00' 32 +00 3z+oo' <br />L9 +55' <br />',+oa' 34+00 341 <br />PROFILE <br />SCALE: HORIZ. 1' =30' <br />VERT. 1"=3' <br />35 +00 35+oo <br />5' 0' 5' 10' <br />1'=3' <br />25' 0' 25' 50' 75' 100' 125' <br />1"=30' <br />36 +00 <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 DATE DESCRIPTION D RAWN APPVD <br />DEPARTMENT OF THE AIR FORCE <br />847 SPTG / CECE <br />HANSCOM AFR, MA. 01731 <br />la>4 BASE CIVIL ENGI SQUADR <br />FAY, SPOFFORD R THORNOIKE, INC. -- DRAWING NO <br />LEXINGTON, MA REPAIR SEWER FORCE MAIN <br />COO RDINATION HANSCOM AIR FORCE BASF, MA. (l i 1 ' <br />SAFETY CHIEF, oeM <br />t <br />STA. 30 +00 TO S TA. 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 ENGI NEER <br />FIRE CHIEF CORROSION CTRL ARCHITECT CiAL ENGINEER C DATE 12 AUGUST iqq S <br />MEDICAL S ENVIRONMENTAL ELECTRICAL END MECHANICAL ENG SCA AS NOTED <br />MXR092-035 <br />USING AGENCY ENERGY CONSERV. STRUMMAL ENO DRAWN BY CAP CAO I'ROJECT NUMBER <br />NCOIC , DRAFTRfO VAULT FXE NUMBER 5I IFET 11 OF S 1. <br />B -12 <br />13 - 13 <br />CORP INSTALLED <br />EXISTING STREET SURFACE <br />AT THE TOP OF THE PIPE AT <br />B -14 <br />THE HIGH POINT X -- MIN. <br />COVER <br />AS SHOWN <br />p <br />8 <br />NET LINES <br />18" MIN. CLEARANCE REQ'D <br />5.0 MIN. COVER-- <br />I <br />78 <br />25't6V ALIVE ELLfiK <br />BETWEEN GAS PIPE AND FORCE <br />24 " HP GAS <br />A <br />AP PRCA.S' <br />r0v�4 —z 1" BwwaF <br />ELECTRIC <br />Eu talc <br />MAIN. TEST PIT TO BE DUG <br />I N 30" SLEEVE (NOT SEC <br />41 <br />TO LOCATE GAS LINE, PRIOR <br />48" RCP <br />DRAIN 48" RCP <br />RAIN <br />TO INSTALLATION OF FORCE MAIN. <br />5.0 <br />12" D.I. FORCE MAIN <br />65 <br />.0 <br />t <br />19 <br />12.0' <br />1 <br />22 <br />I <br />0 <br />12.0' Lin <br />> <br />> <br />z <br />z <br />110 <br />105 <br />LG -221 D <br />3040 31H +00 ' 31 +00 31 +00' 32 +00 3z+oo' <br />L9 +55' <br />',+oa' 34+00 341 <br />PROFILE <br />SCALE: HORIZ. 1' =30' <br />VERT. 1"=3' <br />35 +00 35+oo <br />5' 0' 5' 10' <br />1'=3' <br />25' 0' 25' 50' 75' 100' 125' <br />1"=30' <br />36 +00 <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 DATE DESCRIPTION D RAWN APPVD <br />DEPARTMENT OF THE AIR FORCE <br />847 SPTG / CECE <br />HANSCOM AFR, MA. 01731 <br />la>4 BASE CIVIL ENGI SQUADR <br />FAY, SPOFFORD R THORNOIKE, INC. -- DRAWING NO <br />LEXINGTON, MA REPAIR SEWER FORCE MAIN <br />COO RDINATION HANSCOM AIR FORCE BASF, MA. (l i 1 ' <br />SAFETY CHIEF, oeM <br />t <br />STA. 30 +00 TO S TA. 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 ENGI NEER <br />FIRE CHIEF CORROSION CTRL ARCHITECT CiAL ENGINEER C DATE 12 AUGUST iqq S <br />MEDICAL S ENVIRONMENTAL ELECTRICAL END MECHANICAL ENG SCA AS NOTED <br />MXR092-035 <br />USING AGENCY ENERGY CONSERV. STRUMMAL ENO DRAWN BY CAP CAO I'ROJECT NUMBER <br />NCOIC , DRAFTRfO VAULT FXE NUMBER 5I IFET 11 OF S 1. <br />