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M <br />m <br />0 <br />n <br />N <br />m <br />O <br />m <br />a <br />0 <br />N <br />1 <br />C7 <br />w <br />I_G -2210 <br />W <br />LANDSCAPED AREA, <br />SEE NOTE <br />° o° <br />CO 66 <br />LIMIT <br />O <br />OF PAVEMENT <br />SEE "KEYWAY <br />5 <br />El <br />M R <br />�9 ��1}° <br />B1 T. CONC. PAVEMENT i -•— <br />� aoL— '— # 32 6" PVC <br />HARTWELL <br />DE <br />AIL" DRAWING <br />NO. AVE. <br />1— <br />N <br />1 �3 <br />\ c"130 0 " Pvc ce #131 s P+ <br />c <br />p--- <br />LIMIT OF RIGHT OF WAY, TYP . <br />C <br />16, TYP. <br />TRANSFO <br />B 43 \ <br />` <br />✓ <br />P qc <br />6 <br />✓ <br />\ .�_ <br />(n RCP <br />KENDALL <br />ELE AN <br />p�, <br />C8#44 LIGHT L/GNT LIGHT <br />1�0 <br />CB 36 18" D-- -- <br />-- <br />135 <br />n ___- p-- <br />h� <br />JJ T KIM lkl <br />1 _�--- -NET <br />Q ~ <br />SMH #12 <br />p <br />13 8" STEEL H.P. GAS <br />T ET_ N <br />NET <br />NET NET <br />"STEEL <br />TEL. MARK <br />w NET <br />L . 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CONC. <br />10' <br />1� <br />, 45 BEND <br />a <br />Q C8 #37 <br />h� 13 <br />PVMT. <br />DYL- - <br />- -� DYL <br />L ° <br />w <br />N 134 <br />If 1'� 5 <br />13 6 <br />---- <br />- - -- <br />DYL <br />DYL <br />f � <br />+ <br />to <br />ol DYL <br />7p YL -- D <br />- <br />8 '23 <br />OMH # <br />CB 4 <br />D_ p� 15" RC <br />° H 39� �- <br />+ 2 # R CP CB 38 D_____ -- p _— <br />8 -2 7j _ _ 1}- -- — D - — <br />i " <br />— p--- — <br />O _ <br />E <br />E E <br />�..— E <br />H <br />U) <br />to D— — _ <br />E <br />—OH E <br />Ot E E <br />OHW- <br />-OH <br />0 <br />z <br />� <br />I G_ E E E E W E <br />- -__ <br />E w- <br />n <br />8 -24 65 <br />\ 66 <br />� <br />W 1/ r t. <br />8 SIGN_ <br />AC P <br />5 <br />�. /� <br />�°'° �. <br />�s <br />�� �4 <br />�I <br />SIGN <br />TBty� <br />ss ��� <br />,�� 45 <br />BEND <br />REMOVE EXISTING <br /><i �h <br />113 F <br />FRONT CAP BOIL <br />OF <br />0 <br />o <br />AND INSTALL <br />REMOVE EXISTING AND <br />`�s <br />FIRE HYDRANT <br />PLAN <br />NEW ASPHALT <br />INSTALL NEW ASPHALT 24 HARTWELL AVE. #18 TO #12 <br />EL. 137.70 <br />SCALE: 1 " =30 <br />CURB AS MEDICAL CARE CENTER <br />CURB AS REQUIRED <br />HARTWELL AVE. <br />LIMIT OF PAVEMENT <br />OVERLAY <br />REQUIRED <br />RIGHT OF WAY <br />- -- <br />145 <br />145 <br />HARTWELL AVENUE BIT. CONC. <br />SIDEWALK <br />8 -24 <br />I <br />I <br />I <br />— <br />140 <br />140 <br />B-23 <br />20 <br />PI04 ijiE PqF <br />EXISTING <br />GROUND SURFACE <br />ELECTRIC <br />�MA'P�9 <br />15" RCP DRAIN <br />40' Q-8" H.P. GAS <br />_- <br />g -22 <br />EyP / <br />a <br />Mi59rvG ro <br />__ <br />135 <br />.135 <br />(n <br />n. �r. <br />covet <br />3.0' <br />o --GAS <br />26 <br />Z <br />O <br />sz° a D <br />2' V1 R1F_R <br />- <br />5.0' MIN. <br />D.I. <br />IN <br />COVER <br />I <br />w <br />--- - -•�-� <br />— <br />---- <br />- - <br />- - <br />-- <br />130 <br />i <br />130 <br />I <br />—� <br />121 <br />� 8" <br />AC SEWER <br />12 <br />125 <br />125 <br />12.0 <br />nl <br />' <br />m <br />C) <br />Ln <br />N <br />22 <br />(6 <br />12.0' <br />° <br />Z <br />S <br />Z <br />120 <br />120 <br />62 +00 63 +00 <br />64 +00 <br />65 +0 <br />66 +00 <br />67 +00 <br />68 +00 <br />69 +00 <br />¢ 70 +00 <br />02roo' p .DO <br />Gywo' <br />G5+ <br />6Gwo' <br />6 # +ep <br />ov ' <br />64 +q4' <br />�OINE�+� <br />- <br />- - -- <br />PROF ILE <br />Rcv <br />DATE <br />G ump <br />DRAWN <br />APPVD <br />NOTE: <br />SCALE: HORIZ 1 m30' <br />ANY DISTURBANCE OF LANDSCAPED AREA WILL REQUIRE <br />VERT. 1 " =3' <br />FS'T <br />DEPARTMENT OF THE AIR <br />FORCE <br />TEMPORARY <br />REMOVAL, BALLING, AND BURLAPPING OF <br />SC 0 <br />HAN OM AF B, MA. 01731 <br />TREES AND <br />SHRUBS. THESE WILL BE PROPERLY STORED <br />1814 <br />BASE CIVIL ENGIN <br />S QUADRO N <br />IN ACCORDANCE WITH THE MASSACHUSETTS NURSERYMAN'S <br />— <br />ASSOCIATION <br />ANY VEGETATION <br />PROCEDURE AND REPLANTED UPON COMPLETION. <br />THAT DOES NOT SURVIVE REPLANTING OR <br />FAY, SPOFFORD & THORNDIRE, INC. <br />LEXINGTON, MA <br />REPAIR SEWER FORCE MAIN <br />DRAINING NO. <br />IS DAMAGED <br />IN THE COURSE OF THE WORK WILL BE <br />COORDINATION <br />HANSCOM AIR FORCE BASF, MA. <br />REPLACED IN <br />KIND AND SAME SIZE. <br />SAFETY <br />CHIEF OW <br />SECURITY <br />CONTRACT PROGRAM. <br />STA. 62 +00 TO 70 +00 <br />c,wL <br />v <br />5' O' <br />S' <br />10' <br />OF <br />< i <br />PAID? <br />COMMUNICATION! <br />CONSTRUCTION MGT <br />CMEf, EN SECT. <br />CHIEF, R EN.V PLNG OR <br />©ASE CIVIL ENGINE <br />J. <br />wam <br />FIRE CHIEF <br />CORRO" CTRL <br />ARCMTEM <br />CIVIL ENGINEER CJO <br />DATE 12 AUGUST <br />1993 <br />AL <br />EMMONME14TAL <br />ELECTRICAL END <br />MECHANICAL EMC <br />SCALE AS NOIE <br />25' o' 25 50' 75 100 125 <br />1"=30' 1 1 1 <br />MXRD92 -0215 <br />USNO AGENCY <br />ENERGY CONSERV. <br />STRUCTURAL ENO <br />DRAWN BY CAP CAO <br />PROJ NUMER <br />NCOIC , DRAFTING <br />VAULT FILE NUMDER <br />SHEET 15 OF__ -.jI <br />I_G -2210 <br />