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O <br />ro <br />N <br />n <br />N <br />No <br />n No <br />l <br />a <br />O <br />N <br />N <br />0 <br />mvll D 7 II <br />INSTRUMENTATION <br />LABORATORY <br />72" RCP —� 1 ?0 12 rT X69 t <br />o-- -o- - — o-�t- -.-_D— _ 1i <br />� Y <br />r <br />W <br />W <br />w <br />8 <br />N <br />N <br />r <br />z <br />130 <br />12� <br />V) <br />Z <br />O <br />120 <br />w <br />J <br />W <br />115 <br />110 <br />2 2 +0 , 22roo" 23 +00 two' 24 +00 21+00' 25 +00 <br />6400 26 +00 "- ioo <br />PROFILE, <br />SCALE: HORIZ. 1 =30 <br />VERT. 1"=3' <br />27 +00 z'++•• <br />• 1 0, <br />c l •• •• <br />28 +00 28c1b' <br />- G -221D <br />12" 0.1. FORCE MAIN <br />DYL <br />81T. CON PVMT. DYL— <br />--- - - - - -- 123 - - - --- — <br />----- - - - - -- 122 - - - -z; - - -' <br />"' - -- 121 -- T 122 <br />------- -_ - - - - -- ' <br />e 14 14 " 0 WALE <br />HAY BALES AND SILT <br />FENCE, TYP., FOR DETAILS S <br />SEE DRAWING NO. C -16 s <br />\ <br />�i{Sy <br />6 64000 <br />E <br />i� <br />�r <br />rn <br />s <br />I FRONT CAP SOLT <br />ON HYDRANT <br />EL, 126.13 <br />f 124 #— - - -- -123 <br />DYL — - U " A <br />MHITE ARROWS _„�,+ <br />--- <br />18" <br />POND <br />REMOVE AND REPLACE <br />GRANITE SLOPE EDGING <br />AS REQUIRED <br />Ho Z� 44 4 �e <br />q °R <br />PLAN <br />SCALE: 1"=30' <br />! AVE. <br />G. <br />/ , E 66400 0k <br />i \ <br />1 <br />1 ,�._ . . _• i . i <br />=--7 NF's1�39 <br />LIMIT OF PAVEMENT OVERLAY, <br />SEE "KEYWAY DETAIL" DRAWING <br />NO. C -16, TYP. o <br />DYL DYL <br />12" D.I._ FORCE <br />T1F/1s.+ i <br />A <br />LIMIT OF RIGHT OF WAY. TYP. <br />GA <br />� vtl <br />© 9 T6 w <br />W <br />OJ W <br />_._ U) <br />I o <br />T 120�< r <br />� 1 NEADW A S �9 I s <br />I <br />130 <br />125 <br />V) <br />120 Q <br />I.t <br />1 <br />ICI <br />115 <br />110 <br />DATE_ I DESCRIPTION DRAWN APPV0 <br />DEPARTMENT OF THE AIR FORCE <br />647 SPTG /CECE <br />HANSCOM AFB, MA. 01731 <br />BASE CIVIL ENGINEERING SQUADRO <br />_FAY, SPOFFORD A THORNOIXE, INC. DRAVANG NO <br />LE X ING TON, MA <br />COORDIN REPAIR SEWER FORCE MAIN <br />-- HANSCOM AIR FORCE BASE, MA. <br />SAFETY CHIEF, DAM <br />STA. 22+00 TO STA. 30 +00 cI L <br />SECIAR CONTRACT PROGRAM. ��ttww�� NO <br />COMMUNICATION! CONSTRUCTION MGT CHR:F, 6imiB SECT. CHIEF, E ! ENV PUJG BR BASE CIVIILENGINE <br />FIRE CHV CORRO" CTRL ARCHITECT CIVIL ENGINEER c' TD DATE 12 AUGUST 1993 - <br />MEDICAL ENW"IMENTAL ELECTRICAL ENO MECHANICAL END SCALE AS NOTED _ <br />MXRD92 -00-35 <br />USRA AGENCY ENERGY CONSERV. STRUCTURAL END DRA`A'N BY CAP CAO PROJECT NUM BER <br />NCOIC , DRAFIRM VAULT FEE NUMBER SHEET 10 _OF 51 <br />29 +00 zycoo' 30 +00 <br />�1 +S5� <br />vil <br />i <br />B -10 <br />EXISTING STREET SURFACE <br />B -1 1 <br />` -- <br />' avEQ A6ovE G" D1 %vQ <br />30 ( 1\ <br />5" 4A5- sERV, g <br />4WER <br />44 <br />6" DI <br />%1 <br />24" RCP DRAIN <br />& UAL1 xhjlm b R1 Sbwtg <br />-- --. <br />lklknIz MA" <br />5.0 <br />18" RCP DRAIN <br />t <br />7'-8" <br />10.0' <br />m <br />00 <br />Oi <br />28 <br />16 <br />ri <br />12.0' <br />z <br />12.5' <br />z <br />130 <br />125 <br />V) <br />120 Q <br />I.t <br />1 <br />ICI <br />115 <br />110 <br />DATE_ I DESCRIPTION DRAWN APPV0 <br />DEPARTMENT OF THE AIR FORCE <br />647 SPTG /CECE <br />HANSCOM AFB, MA. 01731 <br />BASE CIVIL ENGINEERING SQUADRO <br />_FAY, SPOFFORD A THORNOIXE, INC. DRAVANG NO <br />LE X ING TON, MA <br />COORDIN REPAIR SEWER FORCE MAIN <br />-- HANSCOM AIR FORCE BASE, MA. <br />SAFETY CHIEF, DAM <br />STA. 22+00 TO STA. 30 +00 cI L <br />SECIAR CONTRACT PROGRAM. ��ttww�� NO <br />COMMUNICATION! CONSTRUCTION MGT CHR:F, 6imiB SECT. CHIEF, E ! ENV PUJG BR BASE CIVIILENGINE <br />FIRE CHV CORRO" CTRL ARCHITECT CIVIL ENGINEER c' TD DATE 12 AUGUST 1993 - <br />MEDICAL ENW"IMENTAL ELECTRICAL ENO MECHANICAL END SCALE AS NOTED _ <br />MXRD92 -00-35 <br />USRA AGENCY ENERGY CONSERV. STRUCTURAL END DRA`A'N BY CAP CAO PROJECT NUM BER <br />NCOIC , DRAFIRM VAULT FEE NUMBER SHEET 10 _OF 51 <br />29 +00 zycoo' 30 +00 <br />�1 +S5� <br />vil <br />