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145 <br />140 <br />135 <br />130 <br />1n <br />z <br />0 <br />Q <br />> <br />Li <br />w <br />125 <br />120 <br />115 <br />N <br />m <br />0 <br />O <br />M <br />N <br />C <br />m <br />0 <br />M <br />R <br />0 <br />r <br />N <br />I <br />jbmN <br />GO <br />L W T <br />W <br />0 <br />a <br />P <br />0 <br />12" <br />(n 1 <br />L <br />t <br />w <br />0I <br />c <br />14+00 <br />13 * 55' <br />LIMIT OF PAVEMENT <br />HARTWELL OVERLAY, SEE "KEYWAY <br />w DETAIL" DRAWING N0. <br />C -16, TYP.- <br />�E r t <br />ti <br />�C <br />7114 <br />3 "1DYL <br />INV= <br />-oy<< <br />MAIN <br />r <br />r <br />� 8, 7 <br />w `� 1111 <br />r �•r32 rw <br />r LIMIT OF RIGHT OF WAY <br />w w <br />HAY BALES AND SILT <br />FENCE, TYP., FOR DETAILS <br />SEE DRAWING NO. C -16.- <br />B -7 <br />CONC. PVMT. <br />1� <br />FRONT CAP BOLT <br />OF FIRE HYDRANT <br />EL. 127.51 <br />10" <br />"Ivk 1 4 ' gDw 4 4 G <br />20 80 <br />9rr. <br />-5 <br />X1113 <br />;TWELL AT _ <br />z <br />AVE. <br />af o <br />T o <br />_ o <br />128 —f27_126 <br />o 729 __ -12 127 <br />/DSO `726 1 ?7 7 2B _ Gr <br />12 __- <br />B ' lyc -f4) 122 - <br />A 5 ao r • 0 KAR rW 0'V / w �r� a <br />w w ♦ w 1Jy JCL A MFG r wMf��4e <br />w <br />w PLAN REMOVE EXISTING, <br />LIM OVERLAY IT OF P VEMENT SCALE: 1 '=30' AND INSTALL NEW <br />10' BEYON PATCH, TYP. ASPHALT CURB AS <br />0 <br />w <br />w <br />- — x <br />w <br />0 <br />- -_ o <br />+ <br />12� C4 <br />a <br />E- <br />=`E-"= cn <br />__= w <br />z <br />v <br />1 <1 a <br />Is <br />140 <br />FRONT CAD BOLT <br />OF FIRE HYDRANT <br />EXISTING STREET SURF <br />3S' (avea <br />Id <br />1 135 <br />44 <br />3.0' <br />20 <br />—� 10'- 3" <br />12.0' <br />TELEPHONE <br />18" RCP DRAIN <br />= FCf'NKUICIMAIt L11VI115 Oh EXIJIING <br />PAVEMENT TO BE REMOVED AND <br />PATCHED PRIOR TO FULL WIDTH <br />OVERLAY IN ACCORDANCE WITH <br />DETAIL ON DRAWING NO. C -16.-\,�- <br />LIMIT OF RIGHT OF WAY, TYP, rn, <br />i <br />0 <br />B -9 <br />5.0' 29 B -9A <br />MIN. <br />COVER <br />8 ° WATEW MAIN (b' COVER A" 9 M iN) <br />_ 39 4 <br />NET NNE4 <br />e _ L'* B RING TERMINATED DUE <br />TO INTERFERENCE WITH <br />- 12 D.I. F MAIN TELEPHONE AND ELECTRIC. <br />130 <br />In <br />< <br />> <br />125 <br />0 3 5" <br />Iowa] <br />20_L 12.0' <br />IN +oo` 15 +00 <br />16 +00 <br />171 <br />1 TRoo' 18 +00 <br />PROFILE 1 =30 <br />SCALE: <br />VERT. 1"=3' <br />IB +Da <br />19 +00 <br />20 +00 <br />12" AC SEWER <br />21 +00 <br />FAY, SPOFFORD R THORNOIKE, INC <br />LEXINGTON, MA <br />CO ORDINATION _ <br />SAFETY CHIEF, ORM <br />SECURITY CONTRACT PROGRAM. <br />C�MAMUNICAIPONS CONSTRUCTION MGT <br />USNC AGENCY I.ENERGY <br />NCOIC , DRAFTING <br />cw�rUt1111 -"�� <br />12" RCP DR <br />22 +00 <br />12.0' 21455' <br />1 115 <br />REV DATE DESCRIPTION DRAWN LEE <br />DEPARTMENT OF THE AIR FORCE <br />647 SPTG / C €CE <br />HANSCOM AFB, MA. 01731 <br />BASE CIVIL ENGI S QUADRO N <br />DRAVANG'No.! <br />REPAIR SEWER FORCE MAIN <br />HANSCOM AIR FORCE BASE, MA. <br />STA. 14 +0 T STA. 22 +00 cnm. <br />OOT, EN .LR SECT. <br />CHIEF, EN ENV PLNG BR BASE CO AL ENGINPFR <br />ARCHITECT CIVIL ENGINEER r- TO DATE 12 AUG US( V 3 <br />ELECTRICAL ENG MECHANICAL ENO SCALE AS NOTED <br />MXRDy2- -0035 <br />STRUCTURAL [NO DRAWN BY CAP CAO PROJECT NUMBER <br />VAULT FILE NlMEER SHEET <br />LG -221D- <br />