|
r
<br />N
<br />w
<br />0
<br />d
<br />W
<br />a
<br />0
<br />N
<br />N
<br />i
<br />C?
<br />w.
<br />LG -221D
<br />SSM ¢191
<br />RIM = 183.00
<br />INV. (IN)= 174.18 S
<br />(FROM SSM #197) W
<br />N INV (OUT) = 174.05
<br />SSM x/193 n � o
<br />RIM= 194.93 p <
<br />INV.(OUT) =188.63 ca b SSM #194
<br />(TO SSM#197) 2 #10 & RIM= 19771
<br />•
<br />� W
<br />E71
<br />w 1 #10 GIRD 1NV.(OUT) =176. 8
<br />IN A 1" PVC (TO SSM#197)
<br />COATED CONDUIT.
<br />LL -M2 AND LL -M3 PLAN
<br />SCALE: 1"=30'
<br />V)
<br />Z
<br />O
<br />Q 18:
<br />>
<br />W
<br />J
<br />W
<br />fE:I
<br />175
<br />170
<br />IE'b0
<br />Im•
<br />U7
<br />Z
<br />O
<br />185 Q
<br />>
<br />W
<br />J
<br />W
<br />75
<br />170
<br />/- - LL -M3 LL -M2-3, A�,�d �y +
<br />z'�s 4 l
<br />do IoM &�R w.M.N
<br />LL -M2 AND LL -M3 PROFILE'�\rZ- <o >«.»t
<br />HOR. 1 " =30,
<br />SCALE: VERT. 1 " =3'
<br />195
<br />BLDG #1302J
<br />EXIST. GROUND
<br />SURFACE
<br />1
<br />I I
<br />I
<br />I I
<br />REV
<br />i
<br />I
<br />I
<br />I
<br />a °
<br />u7
<br />8" Ve S =.009
<br />bra;
<br />HANSCOM AFB. MA. 01731
<br />BASE CIVIL ENGINEERING
<br />8,. VC S_.0098
<br />DRAWING NO.:
<br />REPAIR SEWER FORCE MAIN
<br />SSM x/193 n � o
<br />RIM= 194.93 p <
<br />INV.(OUT) =188.63 ca b SSM #194
<br />(TO SSM#197) 2 #10 & RIM= 19771
<br />•
<br />� W
<br />E71
<br />w 1 #10 GIRD 1NV.(OUT) =176. 8
<br />IN A 1" PVC (TO SSM#197)
<br />COATED CONDUIT.
<br />LL -M2 AND LL -M3 PLAN
<br />SCALE: 1"=30'
<br />V)
<br />Z
<br />O
<br />Q 18:
<br />>
<br />W
<br />J
<br />W
<br />fE:I
<br />175
<br />170
<br />IE'b0
<br />Im•
<br />U7
<br />Z
<br />O
<br />185 Q
<br />>
<br />W
<br />J
<br />W
<br />75
<br />170
<br />/- - LL -M3 LL -M2-3, A�,�d �y +
<br />z'�s 4 l
<br />do IoM &�R w.M.N
<br />LL -M2 AND LL -M3 PROFILE'�\rZ- <o >«.»t
<br />HOR. 1 " =30,
<br />SCALE: VERT. 1 " =3'
<br />195
<br />Sq
<br />SSM15 (NOT FOUND)
<br />RECD D RIM= 268.64 J N
<br />RECD INV. = 264.57 w,w
<br />IN \� w
<br />270.
<br />]ORATORY
<br />20A SPARE 7 8
<br />CUIT BREAKER-
<br />0 &1 O GRD
<br />A 1 PVC
<br />ATED
<br />4DUIT. 269.1
<br />7.9
<br />NOTE 6
<br />° o
<br />N
<br />w N 530700
<br />10. CE -15,
<br />267.46
<br />-- . wimal
<br />I Nil . .
<br />276.54 ---
<br />2
<br />*SEWER MANHOLES
<br />NOT FOUND
<br />FT
<br />Z
<br />O
<br />< 2 55
<br />>
<br />W
<br />J
<br />W
<br />275
<br />/ r
<br />..
<br />kig
<br />2
<br />- E 711 C - 1 5 AN L
<br />BOARD IN
<br />MECHANICAL
<br />ROOM IN BACK
<br />OF BUILDING.
<br />/283,91
<br />CONDUIT RUN IS
<br />APPROXIMATELY
<br />110
<br />\283.29
<br />2 #10 & 1 #10
<br />`G�bGRD IN 1"
<br />L PVC COATED
<br />CONDUIT.
<br />1 ^RCr ta i PAS E E 281.13
<br />3
<br />ECON C rnE%E E 27 67 5 /
<br />N
<br />wu
<br />273.7 -- ' c p N 529800
<br />^ 1 SSM #442
<br />J o !/
<br />8 V ,v p RIM= 290.16
<br />272.09
<br />/ REC D PLANS w INV (OUT) =28'.97
<br />SSM #421 (,TO 55M #42
<br />RIM = 272.20
<br />INV.(IN)= 264.35(FROM SSYf 22) PL PLAN
<br />INV. (OUT)= 264.17
<br />SCALE: 1"=30'
<br />F�1
<br />N 280
<br />Z
<br />O
<br />P
<br />W
<br />J
<br />W 275
<br />270
<br />N
<br />Z
<br />O
<br />265 Q
<br />>
<br />W
<br />J
<br />W
<br />270
<br />I BLD G #1118
<br />280 U7
<br />Z
<br />O
<br />t=
<br />Q
<br />W
<br />J
<br />275 IJJ
<br />270
<br />PL -M3-�
<br />PL -M3 PROFILE
<br />SCALE: HOR. 1 " =30' a �wfI-
<br />VERT. 1 " =3'
<br />>60
<br />PL -M2-y 255
<br />NFt�C3 t�1as��a
<br />PL -M2 PROFILES- -} '"",ekes
<br />NevtQ �U�
<br />SCALE: HOR. 1 " =30'
<br />VERT'. 1"=3'
<br />NOTES:
<br />1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15.
<br />2• CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE,
<br />DEPTH, SIZE AND TYPE OF SEWER AT LOCATION OF MANHOLES
<br />PRIOR TO ORDERING FABRI ATION OF MANHOLES.
<br />3. RESTORE ALL AREAS TOP - EXISTING CONDITION BY
<br />RE- PAVING OR PROVIDING OPSOIL, SEED AND LOAM IN
<br />ACCORDANCE WITH SPECIFICATIONS,
<br />276.44
<br />276.20 <'�6
<br />PL -M2 PLAN
<br />SCALE: 1"=30'
<br />�
<br />274.118
<br />N 530500
<br />DRAIN MH.
<br />BLDG #1302J
<br />EXIST. GROUND
<br />SURFACE
<br />1
<br />I I
<br />I
<br />I I
<br />REV
<br />i
<br />I
<br />I
<br />I
<br />a °
<br />u7
<br />8" Ve S =.009
<br />I
<br />HANSCOM AFB. MA. 01731
<br />BASE CIVIL ENGINEERING
<br />8,. VC S_.0098
<br />DRAWING NO.:
<br />REPAIR SEWER FORCE MAIN
<br />HANSCOM AIR FORCE BASE, MA.
<br />O
<br />METER LOCATION PLANS AND PROFILES PnRT
<br />lcf
<br />_
<br />uii
<br />w!
<br />*I
<br />�
<br />r
<br />¢
<br />r
<br />�
<br />W �
<br />SCALE AS NOTI -.D
<br />XXRD92 -OnSS
<br />V )
<br />DRAWN BY CA
<br />PROJE NUMB
<br />YAULi FILE NUMBER
<br />w m�2
<br />Sq
<br />SSM15 (NOT FOUND)
<br />RECD D RIM= 268.64 J N
<br />RECD INV. = 264.57 w,w
<br />IN \� w
<br />270.
<br />]ORATORY
<br />20A SPARE 7 8
<br />CUIT BREAKER-
<br />0 &1 O GRD
<br />A 1 PVC
<br />ATED
<br />4DUIT. 269.1
<br />7.9
<br />NOTE 6
<br />° o
<br />N
<br />w N 530700
<br />10. CE -15,
<br />267.46
<br />-- . wimal
<br />I Nil . .
<br />276.54 ---
<br />2
<br />*SEWER MANHOLES
<br />NOT FOUND
<br />FT
<br />Z
<br />O
<br />< 2 55
<br />>
<br />W
<br />J
<br />W
<br />275
<br />/ r
<br />..
<br />kig
<br />2
<br />- E 711 C - 1 5 AN L
<br />BOARD IN
<br />MECHANICAL
<br />ROOM IN BACK
<br />OF BUILDING.
<br />/283,91
<br />CONDUIT RUN IS
<br />APPROXIMATELY
<br />110
<br />\283.29
<br />2 #10 & 1 #10
<br />`G�bGRD IN 1"
<br />L PVC COATED
<br />CONDUIT.
<br />1 ^RCr ta i PAS E E 281.13
<br />3
<br />ECON C rnE%E E 27 67 5 /
<br />N
<br />wu
<br />273.7 -- ' c p N 529800
<br />^ 1 SSM #442
<br />J o !/
<br />8 V ,v p RIM= 290.16
<br />272.09
<br />/ REC D PLANS w INV (OUT) =28'.97
<br />SSM #421 (,TO 55M #42
<br />RIM = 272.20
<br />INV.(IN)= 264.35(FROM SSYf 22) PL PLAN
<br />INV. (OUT)= 264.17
<br />SCALE: 1"=30'
<br />F�1
<br />N 280
<br />Z
<br />O
<br />P
<br />W
<br />J
<br />W 275
<br />270
<br />N
<br />Z
<br />O
<br />265 Q
<br />>
<br />W
<br />J
<br />W
<br />270
<br />I BLD G #1118
<br />280 U7
<br />Z
<br />O
<br />t=
<br />Q
<br />W
<br />J
<br />275 IJJ
<br />270
<br />PL -M3-�
<br />PL -M3 PROFILE
<br />SCALE: HOR. 1 " =30' a �wfI-
<br />VERT. 1 " =3'
<br />>60
<br />PL -M2-y 255
<br />NFt�C3 t�1as��a
<br />PL -M2 PROFILES- -} '"",ekes
<br />NevtQ �U�
<br />SCALE: HOR. 1 " =30'
<br />VERT'. 1"=3'
<br />NOTES:
<br />1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15.
<br />2• CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE,
<br />DEPTH, SIZE AND TYPE OF SEWER AT LOCATION OF MANHOLES
<br />PRIOR TO ORDERING FABRI ATION OF MANHOLES.
<br />3. RESTORE ALL AREAS TOP - EXISTING CONDITION BY
<br />RE- PAVING OR PROVIDING OPSOIL, SEED AND LOAM IN
<br />ACCORDANCE WITH SPECIFICATIONS,
<br />276.44
<br />276.20 <'�6
<br />PL -M2 PLAN
<br />SCALE: 1"=30'
<br />�
<br />274.118
<br />N 530500
<br />DRAIN MH.
<br />EXIST, GROUND
<br />SURFACE
<br />I I
<br />8" VC S =.00
<br />REV
<br />I
<br />I
<br />I
<br />DRAWN
<br />a °
<br />u7
<br />FORCE:
<br />647 SPTG / CECE
<br />HANSCOM AFB. MA. 01731
<br />BASE CIVIL ENGINEERING
<br />N)
<br />DRAWING NO.:
<br />REPAIR SEWER FORCE MAIN
<br />HANSCOM AIR FORCE BASE, MA.
<br />N in
<br />METER LOCATION PLANS AND PROFILES PnRT
<br />C IVIL
<br />_
<br />F-: N
<br />O�j�
<br />CHRT, U40R EEM ACT.
<br />�Jr�
<br />CHIEF, ENC lY ENV PLNG. EIR
<br />�
<br />N
<br />S
<br />CINL ENGINEER SQI4
<br />DATE 12 AUGUS 11 115
<br />�
<br />W �
<br />SCALE AS NOTI -.D
<br />5' 0' 5' 10'
<br />1 " =3 1
<br />25' 0' 25' 50' 75' 100' 125'
<br />i"=30 --
<br />CONTRACTOR TO EXCAVATE TEST PIT
<br />AT LOCATION OF METERING MANHOLE
<br />TO VERIFY SLOPE, DEPTH, SIZE AND
<br />TYPE OF PIPE.
<br />EXIST. PAVEMENT SURFACE-----\ ,
<br />6
<br />8" VC
<br />FAY, SPOFFORD ! THORNOIKE, INC
<br />LEXINGTON, MA
<br />COORDIN
<br />: Ty C HIEF, 0•
<br />RI CONTRACT PROOF
<br />COMMUNICATI M!
<br />USING AGENCY
<br />N COIC , D
<br />. KZ
<br />REV
<br />DATE
<br />DESCRIPTION
<br />DRAWN
<br />APPV_D
<br />DEPARTMENT OF THE AIR
<br />FORCE:
<br />647 SPTG / CECE
<br />HANSCOM AFB. MA. 01731
<br />BASE CIVIL ENGINEERING
<br />SQ UADRON
<br />DRAWING NO.:
<br />REPAIR SEWER FORCE MAIN
<br />HANSCOM AIR FORCE BASE, MA.
<br />C(�
<br />METER LOCATION PLANS AND PROFILES PnRT
<br />C IVIL
<br />_
<br />-PART
<br />3 .
<br />a ELF CT Rl '
<br />O�j�
<br />CHRT, U40R EEM ACT.
<br />�Jr�
<br />CHIEF, ENC lY ENV PLNG. EIR
<br />-
<br />BASE CIVIL EENGINEFR
<br />ARCHITECT
<br />CINL ENGINEER SQI4
<br />DATE 12 AUGUS 11 115
<br />ELECTRICAL ENO WdF
<br />MECHANICAL ENG
<br />SCALE AS NOTI -.D
<br />XXRD92 -OnSS
<br />STRUCTURAL ERG
<br />DRAWN BY CA
<br />PROJE NUMB
<br />YAULi FILE NUMBER
<br />Si1EET 19 OF. ' 1
<br />
|