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 />�1 I
<br />16 "\
<br />r' 130.14
<br />�"NfY
<br />N 537600
<br />130.18
<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 />13�
<br />.74
<br />+1
<br />H25LVM
<br />m
<br />TP -M1 PLAN
<br />SCALE: 1"=30'
<br />138.22
<br />BOSTON EDISON
<br />40' POLE 16 -50
<br />ASS 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 />132.12 to
<br />w
<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 />Iw4l
<br />N
<br />Z
<br />O
<br />h=
<br />w
<br />J
<br />125 w
<br />120
<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 />1g 0 153.08 CHAt LoNK FEN52.80
<br />E CSTING 152 6 CHAIN LINK FENCE
<br />S RVICE 2.,P0 P+ (UNDER CONSTRUCTION)
<br />D OP "0 2" 152
<br />2P 151.33
<br />RIM= 150. TP -M2 °1 o
<br />INK 75% o AD1150.5
<br />151.52 +_' '0 p,R_\ 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 />150.57 BOSTON EDISON POLE 16/44
<br />150.62 WITH TRANSFORMER
<br />TP -M2 PLAN
<br />SCALE: 1 " =30'
<br />155
<br />150
<br />N
<br />Z
<br />O
<br />Q
<br />>
<br />W
<br />J
<br />W
<br />145
<br />lime
<br />21
<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 />INVOUT= 129.7s(ssMr12ON
<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 />COORDINATION
<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 />END NV PLNG BR
<br />= V~i
<br />CGMMUMCAMRS
<br />N
<br />A
<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 />�1 I
<br />16 "\
<br />r' 130.14
<br />�"NfY
<br />N 537600
<br />130.18
<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 />13�
<br />.74
<br />+1
<br />H25LVM
<br />m
<br />TP -M1 PLAN
<br />SCALE: 1"=30'
<br />138.22
<br />BOSTON EDISON
<br />40' POLE 16 -50
<br />ASS 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 />132.12 to
<br />w
<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 />Iw4l
<br />N
<br />Z
<br />O
<br />h=
<br />w
<br />J
<br />125 w
<br />120
<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 />1g 0 153.08 CHAt LoNK FEN52.80
<br />E CSTING 152 6 CHAIN LINK FENCE
<br />S RVICE 2.,P0 P+ (UNDER CONSTRUCTION)
<br />D OP "0 2" 152
<br />2P 151.33
<br />RIM= 150. TP -M2 °1 o
<br />INK 75% o AD1150.5
<br />151.52 +_' '0 p,R_\ 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 />150.57 BOSTON EDISON POLE 16/44
<br />150.62 WITH TRANSFORMER
<br />TP -M2 PLAN
<br />SCALE: 1 " =30'
<br />155
<br />150
<br />N
<br />Z
<br />O
<br />Q
<br />>
<br />W
<br />J
<br />W
<br />145
<br />lime
<br />21
<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 171 _ -126 79
<br />-�-U
<br />SEWER MANHOLE
<br />INV. = 116.44
<br />RIM- Z
<br />INV. =114.8 0
<br />124.91 1 3
<br />2 �m 12 93 - 1 2110 & 1110 GRID IN >
<br />- S A I* PVC COATED J
<br />V 8 VC CONDUIT w
<br />p � ` o °n 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 />SCALE: 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�',2�`'
<br />SCALE: HOR. 1" =30'
<br />VER. 1"=3'
<br />MP -M1 PROFILE
<br />SCALE: HOR. 1 " =30'
<br />VER. 1"-3'
<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 />EXISTING U TDOOR EXISTING DISTRIBUTION PANEL oI
<br />PLYWOOD BACKBOARD
<br />lam SEE DRAWING NO. SSMF4
<br />y NOTE 3 s
<br />SSM37 � RIM= 127,10
<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 GA3 �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 7.20 Ftj� �T M4(v� METERS IN THIS
<br />�rqf� 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 _ AAO 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) 127.64 127.40
<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 In
<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 />-- - -TP -M3 TP -M4- - - - - -\
<br />" -6klea ��TP -M3 AND TP -M4 PROFILE'%
<br />A> °L`'p SCALE: HOR. 1" =30' a
<br />1a11a1C+5 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 />�yGINEE�
<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 />COORDINATION
<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 />END NV PLNG BR
<br />= V~i
<br />CGMMUMCAMRS
<br />CONSTRUCTION MGT
<br />W m W
<br />CORROSION CTRL
<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 171 _ -126 79
<br />-�-U
<br />SEWER MANHOLE
<br />INV. = 116.44
<br />RIM- Z
<br />INV. =114.8 0
<br />124.91 1 3
<br />2 �m 12 93 - 1 2110 & 1110 GRID IN >
<br />- S A I* PVC COATED J
<br />V 8 VC CONDUIT w
<br />p � ` o °n 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 />SCALE: 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�',2�`'
<br />SCALE: HOR. 1" =30'
<br />VER. 1"=3'
<br />MP -M1 PROFILE
<br />SCALE: HOR. 1 " =30'
<br />VER. 1"-3'
<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 />EXISTING U TDOOR EXISTING DISTRIBUTION PANEL oI
<br />PLYWOOD BACKBOARD
<br />lam SEE DRAWING NO. SSMF4
<br />y NOTE 3 s
<br />SSM37 � RIM= 127,10
<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 GA3 �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 7.20 Ftj� �T M4(v� METERS IN THIS
<br />�rqf� 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 _ AAO 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) 127.64 127.40
<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 In
<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 />-- - -TP -M3 TP -M4- - - - - -\
<br />" -6klea ��TP -M3 AND TP -M4 PROFILE'%
<br />A> °L`'p SCALE: HOR. 1" =30' a
<br />1a11a1C+5 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 />�yGINEE�
<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 />COORDINATION
<br />SAFETY
<br />-
<br />CHIEF, DAN
<br />METER LOCATION PLANS AND PROFILES - PART 1
<br />SE
<br />CONTRACT PROGRAM.
<br />CHIEF, NG SECT. CHIEF.
<br />END NV PLNG BR
<br />BASE CML ENGINEER
<br />CGMMUMCAMRS
<br />CONSTRUCTION MGT
<br />FIRE CHIEF
<br />CORROSION CTRL
<br />ARCMTECT
<br />LIME ENGINEER '5e[A
<br />DATE 12 AUGUST 1993
<br />-
<br />i
<br />MEDICAL
<br />ENMRONMENTAL
<br />ELECTRICAL ENO WSR
<br />MECHANICAL ENG
<br />- --
<br />SCALE AS NO1 FU
<br />-
<br />-
<br />USING AGENCY
<br />ENERGY CORSERV.
<br />STRUCTURAL ENO
<br />DRAWN BY ROB
<br />MXRD92 - -00 )
<br />PROJECT NUMBER_
<br />NCOIC . DRAFTING
<br />VAULT FXE MIMRER
<br />srFcr 17 I
<br />-- _ -- -
<br />
|