HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 14 Dwg C-8TBM
FRONT CAP BOLT
ON FIRE HYRANT
EL. 130.84 _
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135
130
125
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H #121
V
#35 HARTWELL AVE.
CB #123
— 5 n _ A
"pG 126
5--- ,
CB #120 30" gCO_ -• -
LIMIT PAVEMENT
HARTWELL OVERLAY, SEE "KEYWA tA�
#29 HARTWELL AVE. DETAIL" DRAWING NO. %
126 C -16 IYP.
� R D—
127 —___ _
�128
_ NE G- --- Cr -- - -
G CB #31 0 10'
Q 13
12 % DYL DYL—
?' D DYL DYC BIT. C NC. PVMT.
DMH 29^ 12" RCP .. _ 18" RAP
_ CB #30
E E ' Sgt EJ 1_ .1_ F ATS( - - - 8 -20 — 9— SI -- T11SION --
— — SMH�f10 S `_ S - 8 _ �-- Q—S — S AC — — S _
__72
18 RC P / ?g CB #124 12 1R - - - - -- 13r �,>
CB #124A N REMOVE EXISTING AND N � LIMIT OF RIGHT OF W Y, TYP.
INSTALL NEW ASPHALT = a�
CURB AS REQUIRED a REMOVE
�4 UNSUITABLE
MATERIAL
APPROX.
VIN DEPTH
`�
#29 HARTWELL AVE. A Y G.
NN
o-^ -24 RCP
- -o-- -o-
3 123A 12
$AZH #121A
SIG1�Y� ��
'1PE7 NET G
'L. MAR! PG
x,.-13 ________- - - -.�� D YL —
" DMH #34
SMH #125
131 132
Zf AVE. 2
s
LIMIT OF PAVEMENT OVERLAY Qom
MAXIMUM 5' BEYOND TRENCH
PATCH (NOT TO EXCEED LIMIT
OF RIGHT OF WAY).
PLAN
SCALE: 1"=30'
EMERSON CUM IN T13M
#27 HARTWELL AVELL A� FRONT CAP BOLT
BOLT
OF FIRE HYRANT
ff El. 131.24
„ l
132
133 —
Y $
I( CONSTRUCTION MGT
(CHIEF. ENWk R NQ SECT.
C HI E F, E N
! ENY PLNG RR
BASE qNI ENGINE[R_
to
45 BEND
FIW CHV QdO.
1 CORROSION CTRL
A"TECT
133
12" D.I. FORCE MAIN
l DATE 12 AUGUST 1 `I'I S
CABLE
#24 HARTWELL AVE.
z
:3
OR TEL
REMOVE EXISTING AND
MANHO
INSTALL NEW ASPHALT
r
CURB AS REQUIRED
im
LIM OF
PAVEMENT OVERLAY
REMOVE
EXISTING AND
INSTALL
NEW ASPHALT
CURB AS REQUIRED
B -21
i
EXISTING GROUND SURFACE
MIN. COVER
AS SHOWN -
2" RCP DRAIN GAS --o
S " WATER
1 CT TI IWE
5.0' MIN. /w
COVER 4.0'
0 4" GAS
m®--
WATER ((o )
6!
8" AC SEWER
• 9i' l
Z
O) CN
>
Z
i4 +00
y'1'aQ0 �
8" AC SEWER
l5 +00
5StQ0`
58 +00
58+00
PROFILE
SCALE: HORIZ. 1 =30'
VERT. 1"=3'
59 +00
sytlx>'
—0-0- 4 RCP
INV.= 126.64
8" AG
61 +00
FAY, SPOFFORD 3 1HORNOIKE, INC.
LEXINGTON, MA
COORDINATION
5' 0' 5' 10'
1"=3'
25' 0' 25' 50' 75' 100' 125'
1"=30'
2
12.0
13
56 +00 15.0' 5
Sb+oO'
8" AC SEWER
21 —g= 11' -3"
12.0'
135
62 +00�
62tG(!
– { 130
0
12.5 Q
>
1,1
)
I.
- -1120
115
AFPV'0
DEPARTMENT OF THE AIR FORCE
647 SPTG / CEDE
HANSCOM AFB, MA, 01731
BASE CIVIL ENGINEERING SQUADR
DRAWING NO
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA. <�
STA. 54 +00 TO S TA. 62 +00 l a E
COMMUNICAP"
I( CONSTRUCTION MGT
(CHIEF. ENWk R NQ SECT.
C HI E F, E N
! ENY PLNG RR
BASE qNI ENGINE[R_
FIW CHV QdO.
1 CORROSION CTRL
A"TECT
CIVIL ENGINEER C"
l DATE 12 AUGUST 1 `I'I S
MEDICAL svftffs I ENVIRONMENTAL ELECTRICAL ENO MECHANICAL ENG SCALE AS NOILU
MXRD92 -0035
U46V0 AOETICT' ENERGY CONSERY. STRUCTURAL EN DRAWN BY CAP CAO PROJ NUMBER
NCOIC , DRAFT VAULT F" RUMRER SHEET 14 OF_
nro _-
REV
I G- ?_210