|
I�
<br />b
<br />W
<br />134.35 -
<br />N 531300
<br />SSM314
<br />RIM = 140.77
<br />INV.IN= 137.14
<br />537400 INV.OU T= 731.11
<br />INSTALL CONDUIT H
<br />UNDER EXISTING
<br />CONCRETE SIDEWALK -
<br />139.0
<br />136.13
<br />138.
<br />��\�. ` /
<br />6.8 1 7.51
<br />G®
<br />138.85
<br />139.23 139.27
<br />1
<br />V j
<br />-
<br />S
<br />N 531200 SSM373
<br />RIM = 738.68
<br />INV.IN= 130.05
<br />IN OUT = 130.01
<br />145
<br />140
<br />Z
<br />O
<br />Q 135
<br />>
<br />W
<br />J
<br />W
<br />130
<br />N
<br />M
<br />N
<br />M
<br />N
<br />m
<br />0
<br />U� BUMPER
<br />POST, TYP.
<br />2 #10 & 1#10
<br />GRD. IN A 1
<br />143.05 1" PVC COATED
<br />1 CONDUIT
<br />143
<br />SEE DRAWING
<br />142.31 NO. CE -15,
<br />NOTE 4
<br />141.59
<br />Q Q
<br />0'
<br />RIM = 140.29 w
<br />93
<br />190 IRIA;1-40.29
<br />19.61
<br />V�
<br />HA -M1 PLAN
<br />SCALE: 1"=30'
<br />�q• v
<br />`U \mod• f 1 ,.
<br />OT w ti
<br />4�3�r
<br />145 °¢
<br />EXISTING GROUND
<br />SURFACE
<br />Z�f
<br />NOTES:
<br />EX
<br />STING
<br />8" PVC S =.0037
<br />EXISTING GROUND
<br />00
<br />O)
<br />FACE
<br />i
<br />SEALANT ALL
<br />DATE
<br />140
<br />U7
<br />z
<br />O
<br />135 Q
<br />>
<br />W
<br />J
<br />W
<br />130
<br />SMH264
<br />RIM= 133,02
<br />INV. (IN) =121. 4(FR
<br />INV. (IN)= 122.13(FR
<br />INV (OUT) =1 1, 34 -
<br />2 #10 & Q1
<br />1 #10 GRID. rn
<br />IN A 1"
<br />PVC w
<br />COATED 1 2.4 7`1
<br />CONDUIT
<br />C; V
<br />4PR.131. 5
<br />1
<br />135
<br />U)
<br />Z
<br />O
<br />Q 125
<br />>
<br />W
<br />J
<br />W
<br />120
<br />7
<br />SSM 263)
<br />SSM260A)
<br />1�
<br />133.41'�icTi
<br />U99 + 135,>;91
<br />v C.L.F�R
<br />135.59
<br />SSM+263 1�3f
<br />RIM = 734.79
<br />INV (OUT) =121.33
<br />(TO SSM264)
<br />N 531000
<br />-SE DRAWING
<br />N CE -15,
<br />NOTE 4
<br />\d
<br />73 BUMPER
<br />POST, TYP
<br />' 3 .07 \,)
<br />°o
<br />Q.
<br />13 .91
<br />1.7�R
<br />HA -M2 PLAN
<br />SCALE: 1"=30'
<br />I
<br />135
<br />GROUND
<br />130
<br />O
<br />125 Q
<br />>
<br />W
<br />J
<br />W
<br />115 115
<br />HA -M2
<br />to
<br />HA -M2 PROFILE'3�
<br />SCALE: HOR. 1 " =30'
<br />VERT. 10--3' P"
<br />SSM235
<br />RIM =139.43 N 530750
<br />INV INACCESSIBL
<br />(FILLED W /WASTE) o t38.7<
<br />o NZ
<br />HA -M.'
<br />141.9,8
<br />U
<br />SSM237 1 1.2 `� TTEC1
<br />RIM = 140.8
<br />1
<br />r -A 6 PO SSM236
<br />aT /
<br />RIM= 142.52
<br />b Xy G INV.INACCESS LE-
<br />`o N 530650 VQ (F1LL.ED W/W STE)
<br />IF-
<br />d/
<br />/ HA -M3 PLAN
<br />SCALE: 1"=30'
<br />L
<br />SURFACE
<br />NOTES:
<br />EX
<br />STING
<br />6' 7' 8' 9' 10'
<br />EXISTING GROUND
<br />PAINTED YELLOW
<br />SU
<br />FACE
<br />SEALANT ALL
<br />DATE
<br />10" AC
<br />8" VC
<br />FIN. GRADE TO BE RESTORED
<br />DEPARTMENT OF THE AIR
<br />847 SPTG / CECE
<br />HANSCOM. AFB, MA. 01731
<br />S =:0018
<br />In
<br />f-NN
<br />X VJ=
<br />8"
<br />WEST)
<br />10" VC
<br />2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE, DEPTH, SIZE
<br />5'
<br />0'
<br />S' 10'
<br />S =.0001
<br />CONCRETE ENCASEMENT
<br />10"
<br />VC
<br />CONTRACT PROGRAM.
<br />METER LOCATION PLANS AND PROFILES - PART
<br />2
<br />V, �
<br />Z
<br />t
<br />ORDERING FABRICATION OF MANHOLES.
<br />CONSTRUCTION MGT
<br />FIRE CMEF
<br />v
<br />ARCHITECT
<br />CML ENGINEER 5'ek'F
<br />3, RESTORE ALL AREAS TO PRE - EXISTING CONDITION BY REPAVING OR PROVIDING
<br />25' 0'
<br />co
<br />N
<br />75' 100' 125'
<br />ELECTRICAL ENO W Ef
<br />MECHANICAL ENG
<br />N
<br />AIM
<br />STRUCTURAL ENO
<br />DRAWN BY CAO
<br />XXRD92-
<br />PROJECT NUMBER
<br />V
<br />r
<br />N
<br />SUEET 18 OF, 'j]_
<br />=
<br />135
<br />GROUND
<br />130
<br />O
<br />125 Q
<br />>
<br />W
<br />J
<br />W
<br />115 115
<br />HA -M2
<br />to
<br />HA -M2 PROFILE'3�
<br />SCALE: HOR. 1 " =30'
<br />VERT. 10--3' P"
<br />SSM235
<br />RIM =139.43 N 530750
<br />INV INACCESSIBL
<br />(FILLED W /WASTE) o t38.7<
<br />o NZ
<br />HA -M.'
<br />141.9,8
<br />U
<br />SSM237 1 1.2 `� TTEC1
<br />RIM = 140.8
<br />1
<br />r -A 6 PO SSM236
<br />aT /
<br />RIM= 142.52
<br />b Xy G INV.INACCESS LE-
<br />`o N 530650 VQ (F1LL.ED W/W STE)
<br />IF-
<br />d/
<br />/ HA -M3 PLAN
<br />SCALE: 1"=30'
<br />L
<br />SURFACE
<br />NOTES:
<br />1' 0' 1'
<br />2' 3' 4' 5'
<br />6' 7' 8' 9' 10'
<br />EXISTING GROUND
<br />PAINTED YELLOW
<br />1. FOR ELECTRICAL NOTES, SEE DRAWING NO. CE -15.
<br />z " =1' -0"
<br />SEALANT ALL
<br />DATE
<br />10" AC
<br />8" VC
<br />FIN. GRADE TO BE RESTORED
<br />DEPARTMENT OF THE AIR
<br />847 SPTG / CECE
<br />HANSCOM. AFB, MA. 01731
<br />S =:0018
<br />In
<br />f-NN
<br />X VJ=
<br />FILL ANNULAR SPACE
<br />N
<br />WITH SAND
<br />2. CONTRACTOR IS TO VERIFY ALL DIMENSIONS, INCLUDING SLOPE, DEPTH, SIZE
<br />5'
<br />0'
<br />S' 10'
<br />CHIEF, 0W
<br />CONCRETE ENCASEMENT
<br />AND TYPE OF SEWER AT LOCATION OF METERING MANHOLES, PRIOR TO
<br />1 " =3'
<br />CONTRACT PROGRAM.
<br />METER LOCATION PLANS AND PROFILES - PART
<br />2
<br />V, �
<br />Z
<br />t
<br />ORDERING FABRICATION OF MANHOLES.
<br />CONSTRUCTION MGT
<br />FIRE CMEF
<br />CORROSION CTRL
<br />ARCHITECT
<br />CML ENGINEER 5'ek'F
<br />3, RESTORE ALL AREAS TO PRE - EXISTING CONDITION BY REPAVING OR PROVIDING
<br />25' 0'
<br />25' 50'
<br />75' 100' 125'
<br />ELECTRICAL ENO W Ef
<br />MECHANICAL ENG
<br />TOPSOIL, SEED AND LOAM IN ACCORDANCE WITH SPECIFICATIONS.
<br />1 " =30'
<br />STRUCTURAL ENO
<br />DRAWN BY CAO
<br />XXRD92-
<br />PROJECT NUMBER
<br />NCOIC , DRAFT ING
<br />VAULT FU MBER
<br />NU
<br />SUEET 18 OF, 'j]_
<br />LG- 221 D
<br />145
<br />14C
<br />V)
<br />O
<br />Q 135
<br />W
<br />J
<br />W
<br />13C
<br />125
<br />LANDSCAPE AMBER
<br />WALL 3'f HIGH
<br />SEE DRAWING
<br />0. CE -15,
<br />NOTE 4 N
<br />43.22\ \=- 2 #10 &
<br />1#10 ORD.
<br />�0 PVC
<br />PVC
<br />o COATED
<br />h CONDUIT "
<br />EXISTING GROUND
<br />SURFACE
<br />-
<br />8 "0 EXTRA- STRONG
<br />STEEL PIPE, GAILY.,
<br />EXISTING GROUND
<br />PAINTED YELLOW
<br />SURFACE
<br />CONC. FILL
<br />SEALANT ALL
<br />DATE
<br />10" AC
<br />8" VC
<br />FIN. GRADE TO BE RESTORED
<br />DEPARTMENT OF THE AIR
<br />847 SPTG / CECE
<br />HANSCOM. AFB, MA. 01731
<br />S =:0018
<br />In
<br />f-NN
<br />X VJ=
<br />FILL ANNULAR SPACE
<br />N
<br />WITH SAND
<br />=
<br />cC40
<br />0
<br />I
<br />d
<br />,I
<br />145
<br />140
<br />V)
<br />O
<br />135 Q
<br />W
<br />J
<br />W
<br />130
<br />W UIg � � �
<br />125 4Yf.
<br />HA -M3
<br />HA -M3 PROFILE p's Via.
<br />SCALE: HOR. 1 " =30'
<br />VERT. 1 " =3'
<br />-
<br />8 "0 EXTRA- STRONG
<br />STEEL PIPE, GAILY.,
<br />EXISTING GROUND
<br />PAINTED YELLOW
<br />SURFACE
<br />CONC. FILL
<br />SEALANT ALL
<br />DATE
<br />AROUND
<br />8" VC
<br />FIN. GRADE TO BE RESTORED
<br />DEPARTMENT OF THE AIR
<br />847 SPTG / CECE
<br />HANSCOM. AFB, MA. 01731
<br />TO PRE- EXISTING CONDITION
<br />BASE CIVIL ENGINEERING
<br />FILL ANNULAR SPACE
<br />REPAIR SEWER FORCE MAIN
<br />HANSCOM AIR FORCE BASE, MA.
<br />-
<br />WITH SAND
<br />DRAWING NO.
<br />�I/�
<br />�
<br />CImL
<br />ELECTRICAL
<br />10 "0 STEEL
<br />1
<br />PIPE SLEEVE
<br />CHIEF, 0W
<br />CONCRETE ENCASEMENT
<br />L
<br />BUMPER POST DETAIL
<br />SCALE: 1/2 " =1' -0"
<br />2 #10 & 1 #10 GND
<br />IN A 1" PVC COATED
<br />p CONDUIT
<br />°v INSTALL UNDER o
<br />h EXISTING CONCRETE o
<br />N
<br />to SIDEWALK N POLE 8B
<br />N 532500 SSM 1134 _
<br />RIM= 180.88 SEE DRAWING
<br />SMH #202 INV(OUT)= 974.06 176. NO. CE -15,
<br />RIM= 178.49 S (TO SSM f202) -Z NOTE 4
<br />INV. (1N)= 173.98 s�
<br />(FROM SSM #' 734) rn, 1 7F _?
<br />L- 1 TZ
<br />178.1 17 0
<br />9
<br />1
<br />�H 98+ L
<br />ti' 80.98
<br />N 532400 180.98
<br />179.8
<br />179.
<br />180
<br />_O
<br />F-
<br />a
<br />W
<br />J
<br />W 175
<br />170
<br />42
<br />'180.58
<br />56 /
<br />LL -M1 PLAN
<br />SCALE: 1 " =30'
<br />185
<br />180
<br />7
<br />O_
<br />I-
<br />a
<br />W
<br />J
<br />175 W
<br />170
<br />LL -M1 e d
<br />LL -M1 PROFILE "
<br />HOR. 1 " =30'
<br />SCALE: VERT. 1 " =3'
<br />t�OINEE
<br />F'S 1
<br />1
<br />FAT,SPOFFORD l THDRNDIKE.INC
<br />LEXINGTON, MA
<br />- EXISTING
<br />STREET
<br />EXISTING GROUND
<br />SURFACE
<br />SURFACE
<br />REV
<br />DATE
<br />DESCRIPTIM
<br />8" VC
<br />DRAWN APPVD
<br />DEPARTMENT OF THE AIR
<br />847 SPTG / CECE
<br />HANSCOM. AFB, MA. 01731
<br />S =.0017
<br />BASE CIVIL ENGINEERING
<br />SQUADRON
<br />REPAIR SEWER FORCE MAIN
<br />HANSCOM AIR FORCE BASE, MA.
<br />-
<br />j
<br />DRAWING NO.
<br />�I/�
<br />�
<br />CImL
<br />ELECTRICAL
<br />COORDINATION
<br />1
<br />SAFETY
<br />CHIEF, 0W
<br />SECURI
<br />U
<br />CONTRACT PROGRAM.
<br />METER LOCATION PLANS AND PROFILES - PART
<br />2
<br />V, �
<br />Z
<br />t
<br />COMMUNICA110NS
<br />CONSTRUCTION MGT
<br />FIRE CMEF
<br />CORROSION CTRL
<br />ARCHITECT
<br />185
<br />180
<br />7
<br />O_
<br />I-
<br />a
<br />W
<br />J
<br />175 W
<br />170
<br />LL -M1 e d
<br />LL -M1 PROFILE "
<br />HOR. 1 " =30'
<br />SCALE: VERT. 1 " =3'
<br />t�OINEE
<br />F'S 1
<br />1
<br />FAT,SPOFFORD l THDRNDIKE.INC
<br />LEXINGTON, MA
<br />-
<br />REV
<br />DATE
<br />DESCRIPTIM
<br />DRAWN APPVD
<br />DEPARTMENT OF THE AIR
<br />847 SPTG / CECE
<br />HANSCOM. AFB, MA. 01731
<br />FORCE
<br />BASE CIVIL ENGINEERING
<br />SQUADRON
<br />REPAIR SEWER FORCE MAIN
<br />HANSCOM AIR FORCE BASE, MA.
<br />-
<br />j
<br />DRAWING NO.
<br />�I/�
<br />�
<br />CImL
<br />ELECTRICAL
<br />COORDINATION
<br />1
<br />SAFETY
<br />CHIEF, 0W
<br />SECURI
<br />U
<br />CONTRACT PROGRAM.
<br />METER LOCATION PLANS AND PROFILES - PART
<br />2
<br />CHIEF, SECT.
<br />Q�
<br />CHIEF, ENC ENV PLNG DR
<br />_
<br />BASE CIVIL ENGINI 1 R
<br />COMMUNICA110NS
<br />CONSTRUCTION MGT
<br />FIRE CMEF
<br />CORROSION CTRL
<br />ARCHITECT
<br />CML ENGINEER 5'ek'F
<br />DATE 12 AUGUS f i'3' +.5
<br />SCALE AS NO It 0
<br />MEDtC4 CES
<br />E14YRONMENTAL
<br />ELECTRICAL ENO W Ef
<br />MECHANICAL ENG
<br />/
<br />USING AOENC7
<br />ENERGY CONSERY.
<br />STRUCTURAL ENO
<br />DRAWN BY CAO
<br />XXRD92-
<br />PROJECT NUMBER
<br />NCOIC , DRAFT ING
<br />VAULT FU MBER
<br />NU
<br />SUEET 18 OF, 'j]_
<br />
|