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16 "\ <br />H25L <br />r' 130.14 <br />�"N <br />N 537600 <br />138.22 <br />BOSTON EDISON <br />40' POLE 16 -50 <br />A SS WITH A 112.5KVA <br />1 6 38TRANSFORMER <br />3 <br />CON 5.1 <br />T72 u+ <br />132.65 <br />✓✓ =129.56(SS. T71) <br />BI T CONC. <br />PARKING LOT <br />° o <br />0 <br />h <br />S SSM T26 <br />RIM = 154.83 <br />INV.(OUT)= 145.38 <br />o <br />to <br />w 154.52 ` w h <br />154 SEE DRAWING NO. CE -15, <br />N 538100 s 153.14 NPTE 2 N 538100 <br />1 g 0 153.08 CHAt Lo FEN 52.80 <br />E CSTING 152 6 CHAIN LINK FENCE <br />S RVICE 2.,P0 P+ (UNDER <br />" CONSTRUCTION) <br />D OP 0 2" 152 <br />2P 151.33 <br />RIM= 150. TP -M2 °1 o <br />INK o AD 1 150.5 <br />151.52 +_' ' p N''� �CONC`PA M � � s 150.29 <br />51.03 150.63 149 .76 SSMT25(NOT ACCESSIBLE) <br />N 538000 150.34 0 RECORD RIM= 152.33 <br />+ 150.79 RECORD INV = 145.20 <br />150 BOSTON EDISON POLE 16/44 <br />150.62 WITH TRANSFORMER <br />TP -M2 PLAN <br />SCALE: 1 " =30' <br />132.12 to <br />w <br />135 <br />IM <br />Tn <br />Z <br />O <br />1- <br />Q <br />w <br />J <br />L '' 1 125 <br />120 <br />130.18 <br />+1 <br />13� <br />.74 <br />m <br />TP -M1 PLAN <br />SCALE: 1"=30' <br />EXIST. PARKING <br />LOT SURFACE <br />6" PVC =.002 <br />IN <br />IN <br />n�cN <br />N � N <br />w� w� <br />TP -M1 <br />TP -M1 PROFILE <br />HOR. 1 " =30' <br />SCALE: VER. 1 " =3' <br />135 <br />f 4lp <br />N <br />Z <br />O <br />h= <br />w <br />J <br />125 w <br />120 <br />155 <br />150 <br />N <br />Z <br />O <br />Q <br />> <br />W <br />J <br />W <br />145 <br />lime <br />538000 <br />o <br />SSMTII <br />SEE DRAWR <br />° ro <br />RIM= 133.85 <br />NO. CE -15, <br />HARTWELL ROAD <br />�r <br />INV.IN =129.81 <br />NOTE 2 <br />N <br />S =.0014 <br />INV OUT= 129.7s(ssMr12 <br />DATE <br />DESCRIPTION <br />DRAWN <br />I APPVO <br />DEPARTMENT OF THE AIR <br />647 SPTG / CECE <br />HANSCOM AFB, MA. 01731 <br />FORCE <br />BASE CIVIL ENGINEERING SQUADRON <br />N <br />537700 <br />Lb <br />COOR DINATION <br />NJ <br />- <br />CHIEF, DAN <br />5 <br />CO N <br />M <br />° <br />N <br />SE <br />134.40�V <br />d <br />_ V <br />CONSTRUCTION MGT <br />N <br />A <br />16 "\ <br />H25L <br />r' 130.14 <br />�"N <br />N 537600 <br />138.22 <br />BOSTON EDISON <br />40' POLE 16 -50 <br />A SS WITH A 112.5KVA <br />1 6 38TRANSFORMER <br />3 <br />CON 5.1 <br />T72 u+ <br />132.65 <br />✓✓ =129.56(SS. T71) <br />BI T CONC. <br />PARKING LOT <br />° o <br />0 <br />h <br />S SSM T26 <br />RIM = 154.83 <br />INV.(OUT)= 145.38 <br />o <br />to <br />w 154.52 ` w h <br />154 SEE DRAWING NO. CE -15, <br />N 538100 s 153.14 NPTE 2 N 538100 <br />1 g 0 153.08 CHAt Lo FEN 52.80 <br />E CSTING 152 6 CHAIN LINK FENCE <br />S RVICE 2.,P0 P+ (UNDER <br />" CONSTRUCTION) <br />D OP 0 2" 152 <br />2P 151.33 <br />RIM= 150. TP -M2 °1 o <br />INK o AD 1 150.5 <br />151.52 +_' ' p N''� �CONC`PA M � � s 150.29 <br />51.03 150.63 149 .76 SSMT25(NOT ACCESSIBLE) <br />N 538000 150.34 0 RECORD RIM= 152.33 <br />+ 150.79 RECORD INV = 145.20 <br />150 BOSTON EDISON POLE 16/44 <br />150.62 WITH TRANSFORMER <br />TP -M2 PLAN <br />SCALE: 1 " =30' <br />132.12 to <br />w <br />135 <br />IM <br />Tn <br />Z <br />O <br />1- <br />Q <br />w <br />J <br />L '' 1 125 <br />120 <br />130.18 <br />+1 <br />13� <br />.74 <br />m <br />TP -M1 PLAN <br />SCALE: 1"=30' <br />EXIST. PARKING <br />LOT SURFACE <br />6" PVC =.002 <br />IN <br />IN <br />n�cN <br />N � N <br />w� w� <br />TP -M1 <br />TP -M1 PROFILE <br />HOR. 1 " =30' <br />SCALE: VER. 1 " =3' <br />135 <br />f 4lp <br />N <br />Z <br />O <br />h= <br />w <br />J <br />125 w <br />120 <br />155 <br />150 <br />N <br />Z <br />O <br />Q <br />> <br />W <br />J <br />W <br />145 <br />lime <br />538000 <br />GRANITE CURB <br />N <br />30 <br />z 2 Z�= SELFRIDGE ST. <br />N 533700 �} 124.85 v v 1 .15 <br />a 53-3100 EDGE BIT. CONC. <br />v 12 .89 PAVING -� <br />INVERT AND LOCA77ON N - <br />HAVE BEEN COMPILED a v� m2 ; SMH N 25 <br />FROM RECORD DRAWINGS -- 1 cl;e F 1 7 1 _ -126 79 <br />rn <br />M <br />of <br />0 <br />La <br />a <br />LJ <br />a <br />0 <br />N <br />N <br />✓I I <br />� I <br />-� <br />SEWER MANHOLE <br />INV. = 116.44 <br />RIM- Z <br />INV. =114.8 0 <br />124.91 1 3 <br />2 � 12 93 - 1 2 & 1110 GRID IN > <br />- S A I PV COATED J <br />V 8 VC CONDUIT w <br />p � ` o ° 20-- <br />n <br />b 75\ <br />125.01 ° <br />�. - - - - -- _ APP X..... CO'- <br />\ N 533000 12 605 <br />L <br />SEE NOTE 4 15 <br />MP -M1 PLAN POLE o <br />S 1"=30' <br />5' 0' 5' 10' <br />1 " =3' <br />25' 0' 25' 50 _ 75' 100' 125' <br />1 " =30' I I I I I F- I I <br />TP -M2`` <br />TP -M2 PROFILE <br />SCALE: HOR. 1" =30' <br />VER. 1"=3' <br />MP -M1 PROFILE <br />SCALE: HOR. 1 " =30' <br />VER. 1"-3' <br />21 <br />155 <br />150 <br />Z <br />O <br />J <br />W <br />145 <br />140 <br />130 <br />125 <br />0 <br />Z <br />O <br />F <br />Q <br />w <br />J <br />w <br />120 <br />115 <br />I <br />EX ISTING U TDOOR EXISTING DISTRIBUTION PANEL oI <br />PLYWOOD BACKBOARD <br />lam SEE DRAWING NO. SSMF4 <br />y NOTE 3 s <br />SSM37 � RIM= 127 <br />�� c INVIN =11985 <br />RIM= 126.92 <br />o N <br />° 126.7 INVOUT =1 ?481(5. <br />INV.IN= 118.75 rn 3 <br />INV.OUT =118.7 SSM18) 4 126 -64 <br />N 536700 1 w <br />o N 126. <br />2 #10 <br />IN A 1" PVC COATED <br />N GA �ANK ` E r Qy�� ��• CONDUIT, LENGTH <br />LID w c t T 127.02 APPROXIMATELY 110' <br />S F125. <br />BUMPER POST, TYP. <br />���Cp 27.02 <br />1 Lc 10 MOUNT TWO FLOW <br />126.56 7 �T M4( METERS IN THIS <br />�r 1T 7.O 27 28 ENCLOSURE, ONE <br />F liy� FOR EACH MANHOLE <br />FSl` F vcF P- 3 4'DIA ME -4i. <br />6 d PIPE <br />N 536600 SSM18 _ AA o � 27 261 <br />RIM = 127.37 <br />INVlN= 118.t8(SSM17) 127.30 - -- `� �' -C <br />° o INV. IN= 119.1(SSMF4) � ' <br />27. <br />IN V, D) <br />V. <br />IN V. IN = 119. 8(8 "P VC) 127.64 127. <br />w INV..OUT= 118.05 <br />TP -M3 AND TP -M4 PLAN <br />130 SCALE: 1 " =30' 130 <br />EXIST. STREET SURFACE --\ 7- EXIST. GROUND SUF"� ":E <br />125 125 <br />0 1n <br />Z 1 <br />O O <br />� F= <br />Q <br />J PC '4 Lj <br />w f,t <br />5 =.0035 120 <br />120 10 "V.C. S =.002 <br />a0 Q <br />O> <br />1151 zi_ W12 <I , - - --- <br />' 715 <br />'P-M3 TP -M4- - - - - -\ <br />" -6klea L- -M3 AND TP -M4 PROFILE'% <br />A °L `' p SCALE: HOR. 1" =30' a <br />1a11a1C+ VER. 1 " =3' <br />NOTES: <br />1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15. <br />2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE, DEPTH, SIZE AND TYPE OF SEWER <br />SEWER AT LOCATION OF METERING MANHOLES PRIOR TO ORDERING FABRICATION OF MANHOLES. <br />3. RESTORE ALL AREAS TO PRE - EXISTING CONDITION BY RE- PAVING OR PROVIDING TOPSOIL, <br />SEED AND LOAM IN ACCORDANCE WITH SPECIFICATIONS. <br />F <br />� <br />1914 <br />FAY, SPOFFORD 3 THORNOIKE, INC. <br />LEXINGTON, MA <br />EXIST. GROUND <br />SURFACE <br />HARTWELL ROAD <br />8" V.C. <br />S =.0014 <br />REV <br />DATE <br />DESCRIPTION <br />DRAWN <br />I APPVO <br />DEPARTMENT OF THE AIR <br />647 SPTG / CECE <br />HANSCOM AFB, MA. 01731 <br />FORCE <br />BASE CIVIL ENGINEERING SQUADRON <br />REPAIR SEWER FORCE MAIN <br />HANSCOM AIR FORCE BASE, MA. <br />m <br />ry N <br />COOR DINATION <br />NJ <br />- <br />CHIEF, DAN <br />CO N <br />M <br />° <br />N <br />SE <br />(n v ) Tn� <br />'t ` <br />d <br />_ V <br />CONSTRUCTION MGT <br />CHIEF, NG SECT. ­ CHIEF. <br />W m W <br />BASE CML ENGINEER <br />GRANITE CURB <br />N <br />30 <br />z 2 Z�= SELFRIDGE ST. <br />N 533700 �} 124.85 v v 1 .15 <br />a 53-3100 EDGE BIT. CONC. <br />v 12 .89 PAVING -� <br />INVERT AND LOCA77ON N - <br />HAVE BEEN COMPILED a v� m2 ; SMH N 25 <br />FROM RECORD DRAWINGS -- 1 cl;e F 1 7 1 _ -126 79 <br />rn <br />M <br />of <br />0 <br />La <br />a <br />LJ <br />a <br />0 <br />N <br />N <br />✓I I <br />� I <br />-� <br />SEWER MANHOLE <br />INV. = 116.44 <br />RIM- Z <br />INV. =114.8 0 <br />124.91 1 3 <br />2 � 12 93 - 1 2 & 1110 GRID IN > <br />- S A I PV COATED J <br />V 8 VC CONDUIT w <br />p � ` o ° 20-- <br />n <br />b 75\ <br />125.01 ° <br />�. - - - - -- _ APP X..... CO'- <br />\ N 533000 12 605 <br />L <br />SEE NOTE 4 15 <br />MP -M1 PLAN POLE o <br />S 1"=30' <br />5' 0' 5' 10' <br />1 " =3' <br />25' 0' 25' 50 _ 75' 100' 125' <br />1 " =30' I I I I I F- I I <br />TP -M2`` <br />TP -M2 PROFILE <br />SCALE: HOR. 1" =30' <br />VER. 1"=3' <br />MP -M1 PROFILE <br />SCALE: HOR. 1 " =30' <br />VER. 1"-3' <br />21 <br />155 <br />150 <br />Z <br />O <br />J <br />W <br />145 <br />140 <br />130 <br />125 <br />0 <br />Z <br />O <br />F <br />Q <br />w <br />J <br />w <br />120 <br />115 <br />I <br />EX ISTING U TDOOR EXISTING DISTRIBUTION PANEL oI <br />PLYWOOD BACKBOARD <br />lam SEE DRAWING NO. SSMF4 <br />y NOTE 3 s <br />SSM37 � RIM= 127 <br />�� c INVIN =11985 <br />RIM= 126.92 <br />o N <br />° 126.7 INVOUT =1 ?481(5. <br />INV.IN= 118.75 rn 3 <br />INV.OUT =118.7 SSM18) 4 126 -64 <br />N 536700 1 w <br />o N 126. <br />2 #10 <br />IN A 1" PVC COATED <br />N GA �ANK ` E r Qy�� ��• CONDUIT, LENGTH <br />LID w c t T 127.02 APPROXIMATELY 110' <br />S F125. <br />BUMPER POST, TYP. <br />���Cp 27.02 <br />1 Lc 10 MOUNT TWO FLOW <br />126.56 7 �T M4( METERS IN THIS <br />�r 1T 7.O 27 28 ENCLOSURE, ONE <br />F liy� FOR EACH MANHOLE <br />FSl` F vcF P- 3 4'DIA ME -4i. <br />6 d PIPE <br />N 536600 SSM18 _ AA o � 27 261 <br />RIM = 127.37 <br />INVlN= 118.t8(SSM17) 127.30 - -- `� �' -C <br />° o INV. IN= 119.1(SSMF4) � ' <br />27. <br />IN V, D) <br />V. <br />IN V. IN = 119. 8(8 "P VC) 127.64 127. <br />w INV..OUT= 118.05 <br />TP -M3 AND TP -M4 PLAN <br />130 SCALE: 1 " =30' 130 <br />EXIST. STREET SURFACE --\ 7- EXIST. GROUND SUF"� ":E <br />125 125 <br />0 1n <br />Z 1 <br />O O <br />� F= <br />Q <br />J PC '4 Lj <br />w f,t <br />5 =.0035 120 <br />120 10 "V.C. S =.002 <br />a0 Q <br />O> <br />1151 zi_ W12 <I , - - --- <br />' 715 <br />'P-M3 TP -M4- - - - - -\ <br />" -6klea L- -M3 AND TP -M4 PROFILE'% <br />A °L `' p SCALE: HOR. 1" =30' a <br />1a11a1C+ VER. 1 " =3' <br />NOTES: <br />1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15. <br />2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE, DEPTH, SIZE AND TYPE OF SEWER <br />SEWER AT LOCATION OF METERING MANHOLES PRIOR TO ORDERING FABRICATION OF MANHOLES. <br />3. RESTORE ALL AREAS TO PRE - EXISTING CONDITION BY RE- PAVING OR PROVIDING TOPSOIL, <br />SEED AND LOAM IN ACCORDANCE WITH SPECIFICATIONS. <br />F <br />� <br />1914 <br />FAY, SPOFFORD 3 THORNOIKE, INC. <br />LEXINGTON, MA <br />REV <br />DATE <br />DESCRIPTION <br />DRAWN <br />I APPVO <br />DEPARTMENT OF THE AIR <br />647 SPTG / CECE <br />HANSCOM AFB, MA. 01731 <br />FORCE <br />BASE CIVIL ENGINEERING SQUADRON <br />REPAIR SEWER FORCE MAIN <br />HANSCOM AIR FORCE BASE, MA. <br />DRAWING NO, <br />r r <br />U�111 <br />am_ <br />ELECTRICAL <br />COOR DINATION <br />SAFETY <br />- <br />CHIEF, DAN <br />METER LOCATION PLANS AND PROFILES - PART 1 <br />SE <br />CONTRACT PROGRAM. <br />CGMMUMCAMRS <br />CONSTRUCTION MGT <br />CHIEF, NG SECT. ­ CHIEF. <br />END NV PLNG BR <br />BASE CML ENGINEER <br />FIRE CHIEF <br />CORROSION CTRL <br />ARCMTECT <br />LIME ENGINEER '5e[A <br />DATE 12 AUGUST 1 993 <br />- <br />i <br />MEDICAL <br />ENMRONMETNTAL <br />ELECTRICAL ENO WSIP <br />MECHANICAL ENG <br />- -- <br />S CALE AS N O1 FU <br />- <br />- <br />USING AGENCY <br />ENERGY COfSERV. <br />STRUCTURAL ENO <br />DRAWN BY RO <br />MXRD92 - -00 ) <br />PROJECT NU MBER_ <br />NCOIC . DRAFTING <br />VAULT FXE MIMRER <br />srFcr 17 I <br />-- _ -- - <br />