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N <br />AVENUE <br />162 125 HpRTWEL HEAD WALL09 {36.. }CP) <br />^ f �6, b # IIN� -1150 5506 #8) <br />NFr SI Ni -- INV.- <br />d 1 159 X50 <br />(� 157 <br />`ARC D <br />9., � -•, M, �1N <br />tiV <br />�e �; •� 115%5 \� 36" RC <br />IN -1 ✓ <br />LOCATION OF <br />APPROX I pCEMAIN <br />10' NEW BIT. CONC. CURB, <br />FOR DETAIL SEE <br />DRAWING NO. C -16. <br />BACKUP WITH LOAM <br />AND SEED AS REQUIRED. <br />165 <br />" / N"FA' . Vf#A 4 <br />1 <br />HARTWELL AVE. <br />l <br />'rA <br />FRONT CAP BOLT OF <br />FIRE HYDRANT <br />EL. 152.21 J OjAi1 ° LIMIT OF RIGHT OF WAY, TYP. —� <br />.,ter— /�+�•�-- ,— �Ti'��r..+ -- <br />1 <br />�. <br />FORC <br />BsC 'N %S9 'yj ri lj #� G. —.�V- —._ ., •Jj Tf�- ~�'�— �.�+�._ <br />LOCATION OF <br />APPROXIM REAIN <br />�wlF 2 %y 10 AC <br />o ®® LIMIT OF PAVEMENT HAY BALE AND SILT PLAN <br />bb�oo Q OVE LAY, SEE "KEYWAY FENCE, T P., FOR SCALE: 1" =30' <br />tr), DETAIL" DRAWING NO. DETAILS E DRAWING <br />C -16, TYP. NO. C -16. <br />20 <br />2.0' <br />160 -- <br />7tJINS C-i 36" RCP DRAIN <br />155 <br />9'0" <br />I 10.0' <br />z <br />* 43 <br />O <br />Q 150 <br />Ld <br />I * 39 <br />w <br />15.0' <br />145 <br />6'45foUN 1 <br />q'1avE <br />WATER #,--6" 5—s ' <br />� I r t,r ur<HUN <br />WATER <br />12" D.I. FORT <br />140 <br />h <br />�I <br />3 ri <br />Lo <br />M <br />N z <br />135 6 +00 SF82 G;oo 7 +00 <br />0 <br />DENOTES 300# WEIGHT <br />a <br />NI <br />N <br />L7 IO <br />LG -221D- <br />m <br />/-8" SEWER <br />9 +00 <br />TING STREET SURFACE <br />B -5 <br />22 <br />4.0' <br />84l12.0' <br />PROFILF, <br />SCALE: HORIZ. 1 -30' <br />VERT. 1"=3' <br />10 +00 <br />2 <br />�o <br />°o <br />0' MIN. COVER <br />150 <br />165 145 <br />160 140 <br />A $ Cam) SEWf(2 FOUf�D°� <br />x 6" PVC SEWER q <br />I� <br />155 135 — <br />1 150 130 <br />I <br />H 145125 12 +00 <br />II <br />140 <br />I <br />S • <br />7'u*a S <br />40 <br />3.0' <br />DYL <br />e.o' - <br />� <br />12 <br />12.0' <br />vyF#25 <br />Y <br />fi <br />Ir- <br />N.4 <br />REMOVE EXISTING AND <br />INSTALL NEW ASPHALT <br />BERM AS REQUIRED <br />DYL A <br />n � <br />r. n <br />12 <br />t6 0 p,0�2Pl �g <br />1.2 D,1. <br />�•.,e FORCF MAl/y <br />42" RCP DR <br />-1145 <br />140 n <br />F- <br />Q <br />I., <br />135 <br />- -� 130 <br />-111 1 125 <br />124-00' 13 +00 A,00, 14+ <br />INE <br />REY OATF DESCRIPTION DRAWN APPVD <br />F'ST DEPARTMENT OF THE AIR FORCE <br />647 SPTG / CECE <br />HANSCOM AFB, MA. 01731 <br />19 i4 BASE CIVIL ENGINEERING SQUADRON <br />FAY, SPOFFORD t THORNDIKE. INC. <br />ME LEXINGTON. MA <br />Who, <br />COORDINATION <br />SAFETY CHIEF, 080 <br />REPAIR SEWER FORCE MAIN <br />HANSCOM AIR FORCE BASE, MA. <br />DRAWING NO. <br />U <br />ci~nL <br />/ I <br />13 <br />10' <br />STA. 6 +00 TO STA. 14 +00 <br />I - -— <br />IO;-OC <br />5' <br />11 +00 <br />O' <br />i TJ <br />0 +00 <br />5' <br />13 <br />10' <br />SECURI <br />CONTRACT PROGRAM. <br />�. <br />BASE C1l ENGINEER <br />DATE 12 AUGUST 1995 <br />SCALE AS NOTED___ <br />COMMUMCATM <br />CONSTRUCTmM MOT <br />CHIEF, EMCR16ERfR0 SECT. <br />CHIEF, ENrG N EEN PLNG BR <br />FIRE CHIEF <br />CORROSION CTIRL <br />ARCHITECT <br />CIVIL ENGINEER C70 <br />25' <br />O' 25' <br />50' 75' <br />100' 125' <br />MEDICAL <br />ENVIRONMENTAL <br />ELECTRICAL 000 <br />MECHANICAL END <br />USING AGENCY <br />ENERGY CONWAY. <br />STRUCTURAL ENO <br />DRAWN BY CAP CAO <br />MXRD92 -0035 <br />PROJECT NUMBER <br />1 =30' <br />NCOIC , DRAFTING <br />VAULT FILE NUMBER <br />SHEET 6 OE - -'l <br />