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r
<br />Hri
<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 1x198
<br />RIM= 183.00
<br />INV. (IN)= 174.18 S
<br />(FROM SSM #197) W
<br />N INV (OUT) = 174.05
<br />IN THIS
<br />N 53200r 190.0 mm ENCLOSURE ONE
<br />-�19 8 w FOR EACH
<br />MANHOLE. EACH
<br />SEE NOT 4 1 1 6' METER MUST BE
<br />191.03 192 LABELED.
<br />1 2.14 191.98
<br />S
<br />SSM x/193 m 193.1 � o
<br />RIM= 194.93 p <
<br />INV..(OUT) =188.63 ca b SSM #194
<br />(TO SSM#197) 2 #10 & RIM= 19771
<br />w 1 #10 GIRD INV..(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 />•
<br />EXIST, GROUND
<br />187.51
<br />G
<br />186 SSM #197
<br />8" VC S =.007
<br />RIM= 788,69
<br />BLDG #1302J
<br />I
<br />I
<br />I
<br />EXIST. GROUND
<br />(FROM BLDG. 1,3027
<br />u7
<br />'
<br />(PI
<br />. .
<br />�- �• iw'`s
<br />190
<br />ri� '
<br />��
<br />••
<br />\111i
<br />bra\ (FROM SSMf 19.3)
<br />��
<br />`
<br />•t`,��• , •,
<br />_
<br />1
<br />/
<br />DATE 12 AUGUST 1i 15
<br />�
<br />\QA, MOUNT TWO
<br />SCALE AS N011 -.D
<br />Z
<br />IN THIS
<br />N 53200r 190.0 mm ENCLOSURE ONE
<br />-�19 8 w FOR EACH
<br />MANHOLE. EACH
<br />SEE NOT 4 1 1 6' METER MUST BE
<br />191.03 192 LABELED.
<br />1 2.14 191.98
<br />S
<br />SSM x/193 m 193.1 � o
<br />RIM= 194.93 p <
<br />INV..(OUT) =188.63 ca b SSM #194
<br />(TO SSM#197) 2 #10 & RIM= 19771
<br />w 1 #10 GIRD INV..(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 />�&m
<br />:
<br />U7
<br />Z
<br />O
<br />35 Q
<br />W
<br />J
<br />LL1
<br />3•=
<br />'5
<br />170 170
<br />/- -LL -M3 LL -M2-3, Ab ,&,, o � -l-IR;
<br />z'�s'V' lz l2iJoIG
<br />., -
<br />tio
<br />LL -M2 AND LL -M3 PROFILES\,,- ,,,,,.»t
<br />HOR. 1 " =30, ca`c`c' -
<br />SCALE: VERT. 1 " =3' all
<br />Sq
<br />SSM15 (NOT FOUND)
<br />RECOA D RIM=' 68.64 J N
<br />RECD INV.= 264.57 wwz
<br />N \� w
<br />270.
<br />]ORATORY �Oi
<br />20A SPARE��78
<br />CUIT BREAKFER-
<br />OAtt f O GRD
<br />A 1 PVC
<br />ATED
<br />4DUIT. 269.1
<br />FEW
<br />Z
<br />O
<br />~ 2 55
<br />W
<br />J
<br />W
<br />7.9
<br />276.54-f ---
<br />2
<br />*SEWER MANHOLES
<br />NOT FOUND
<br />NOTE 6
<br />Op
<br />N
<br />w N 530700
<br />10. CE -15,
<br />267.46
<br />BUMPER
<br />7'OSTS .r
<br />276.44
<br />276.20 2�6
<br />PL -M2 PLAN
<br />SCALE: 1"=30'
<br />�g
<br />274.118
<br />DRAIN MH.
<br />195
<br />EXIST, GROUND
<br />SURFACE
<br />1
<br />8" VC S =.007
<br />BLDG #1302J
<br />I
<br />I
<br />I
<br />EXIST. GROUND
<br />u7
<br />BASE CIVIL ENGINEERING
<br />SURFACE
<br />(PI
<br />REPAIR SEWER FORCE MAIN
<br />190
<br />METER LOCATION PLANS AND PROFILES
<br />cT
<br />---PART
<br />N w
<br />'�(j�
<br />CHIEF, ENOINEEEEM ACT.
<br />�Jr�
<br />CHIEF, ENC lY ENV PLNG. EIR
<br />_
<br />1
<br />V)
<br />DATE 12 AUGUST 1i 15
<br />�
<br />N
<br />S
<br />SCALE AS N011 -.D
<br />Z
<br />W �
<br />STRUCTURAL END IDRAYM
<br />I it
<br />PROJECT NUMBER
<br />VAULT FILE NUMBER
<br />O
<br />_,I
<br />185
<br />1
<br />(
<br />J
<br />W
<br />180
<br />1
<br />8" VC 5 =.009
<br />I I I
<br />8,. VG S =.0098
<br />175
<br />1
<br />o
<br />Cr
<br />�
<br />i (0!NI
<br />r
<br />¢ r
<br />V)
<br />�&m
<br />:
<br />U7
<br />Z
<br />O
<br />35 Q
<br />W
<br />J
<br />LL1
<br />3•=
<br />'5
<br />170 170
<br />/- -LL -M3 LL -M2-3, Ab ,&,, o � -l-IR;
<br />z'�s'V' lz l2iJoIG
<br />., -
<br />tio
<br />LL -M2 AND LL -M3 PROFILES\,,- ,,,,,.»t
<br />HOR. 1 " =30, ca`c`c' -
<br />SCALE: VERT. 1 " =3' all
<br />Sq
<br />SSM15 (NOT FOUND)
<br />RECOA D RIM=' 68.64 J N
<br />RECD INV.= 264.57 wwz
<br />N \� w
<br />270.
<br />]ORATORY �Oi
<br />20A SPARE��78
<br />CUIT BREAKFER-
<br />OAtt f O GRD
<br />A 1 PVC
<br />ATED
<br />4DUIT. 269.1
<br />FEW
<br />Z
<br />O
<br />~ 2 55
<br />W
<br />J
<br />W
<br />7.9
<br />276.54-f ---
<br />2
<br />*SEWER MANHOLES
<br />NOT FOUND
<br />NOTE 6
<br />Op
<br />N
<br />w N 530700
<br />10. CE -15,
<br />267.46
<br />BUMPER
<br />7'OSTS .r
<br />276.44
<br />276.20 2�6
<br />PL -M2 PLAN
<br />SCALE: 1"=30'
<br />�g
<br />274.118
<br />DRAIN MH.
<br />EXIST, GROUND
<br />SURFACE
<br />I I
<br />8" VC S =.007
<br />REV DATE DESCRIPTION
<br />I
<br />I
<br />I
<br />647 SETO / CECE
<br />u7
<br />BASE CIVIL ENGINEERING
<br />SQUADRON
<br />(PI
<br />REPAIR SEWER FORCE MAIN
<br />N)
<br />METER LOCATION PLANS AND PROFILES
<br />cT
<br />---PART
<br />N w
<br />'�(j�
<br />CHIEF, ENOINEEEEM ACT.
<br />�Jr�
<br />CHIEF, ENC lY ENV PLNG. EIR
<br />_
<br />N
<br />CINL ENGINEER SQI4
<br />DATE 12 AUGUST 1i 15
<br />�
<br />N
<br />S
<br />SCALE AS N011 -.D
<br />�
<br />W �
<br />STRUCTURAL END IDRAYM
<br />N 530500
<br />275
<br />270
<br />N
<br />Z
<br />O
<br />265 Q
<br />w
<br />J
<br />W
<br />>60
<br />PL -M2-1, Ab�'<6"sa b 255
<br />NFt�C3 t�1as��a
<br />PL -M2 PROFILES- -} `jef L "q-
<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 FABRICATION 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 />/ r
<br />r VMS
<br />2
<br />-EXfSTfRC -SAN 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 />O��GRD IN 1"
<br />L PVC COATED
<br />CONDUIT.
<br />1 AVE
<br />rl�
<br />P C016 %
<br />BIT. E E 27 67
<br />N
<br />273. 7 c J o p N 529800
<br />RIM= 290.1
<br />6 272.09 otliGiAl SSM #442 -
<br />-!
<br />/
<br />RECCRD PLANS w INV(OUT) =2B 1.: '
<br />SSM #421 (,TO 55M #4211)
<br />RIM = 272.20
<br />INV.(IN)= 264.35(FROM SSYf 22) PL-M3 PLAN
<br />INV. (OUT)= 264.17
<br />SCALE: 1"=30'
<br />F�1
<br />N 280
<br />Z
<br />O
<br />W
<br />J
<br />W 275
<br />270
<br />5' 0' 5' 10'
<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 />8" VC
<br />6
<br />IBLDG #1118
<br />r,:
<br />280 U7
<br />Z
<br />O
<br />Q
<br />W
<br />J
<br />275 IJJ
<br />270
<br />PL -W-�,
<br />PL -M3 PROFILE
<br />SCALE: HOR. 1 " =30'
<br />VERT. 1 " =3'
<br />FAY, SPOFFORD ! THORNOIKE, INC
<br />LEXINGTON, MA
<br />COORDINATION
<br />:Ty CHIEF, 0•M
<br />MI CONTRACT PROOF
<br />COMMUNICATIONS
<br />USIND AGENCY
<br />NCOIC , DRAFTrna
<br />,. ,..,.
<br />REV DATE DESCRIPTION
<br />DRAWN APPVD
<br />DEPARTMENT OF THE AIR
<br />[=ORCF
<br />647 SETO / CECE
<br />HANSCOM AFB. MA. 01731
<br />BASE CIVIL ENGINEERING
<br />SQUADRON
<br />DRAWING NO.:
<br />REPAIR SEWER FORCE MAIN
<br />HANSCOM AIR FORCE BASE, MA.
<br />METER LOCATION PLANS AND PROFILES
<br />cT
<br />---PART
<br />3 ELECmICnL
<br />'�(j�
<br />CHIEF, ENOINEEEEM ACT.
<br />�Jr�
<br />CHIEF, ENC lY ENV PLNG. EIR
<br />-
<br />BASE CIVIL EENGINEFR
<br />ARCMTECT
<br />CINL ENGINEER SQI4
<br />DATE 12 AUGUST 1i 15
<br />ELECTRICAL END WOF
<br />MECHANICAL ENG
<br />SCALE AS N011 -.D
<br />MXRD92 -00iS
<br />STRUCTURAL END IDRAYM
<br />BY CAD
<br />PROJECT NUMBER
<br />VAULT FILE NUMBER
<br />SHEET 79 OF
<br />_,I
<br />
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