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#35 HARTWELL AVE.
CB #123
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LIMIT PAVEMENT
HARTWELL OVERLAY, SEE "KEYWA tA�
#29 HARTWELL AVE. DETAIL" DRAWING NO. %
126 C -160 IYP.
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127 —___ _
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129 % DYL DYL-
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DMH 29^ 12" RCP .. _ 1P-8 - RAP
_ CB #30
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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
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8" AC SEWER
l5 +00
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5.0' MIN. /w
COVER 4.0'
2
12.0
13
56 +00 15.0' 5
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#29 HARTWELL AVE. A Y G.
NN
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" DMH #34
SMH #125
131 132
Z'32 HARTWELL AVE. 2
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LIMIT OF PAVEMENT OVERLAY Qom°
MAXIMUM 5' BEYOND TRENCH
PATCH (NOT TO EXCEED LIMIT
OF RIGHT OF WAY).
PLAN
SCALE: 1"=30'
EXISTING GROUND SURFACE
0 4" GAS
m®--
WATER ((o )
8" AC SEWER
58 +00
58+00'
PROFILE
SCALE: HORIZ. 1 =30'
VERT. 1"=3'
59 +00
sytlx>'
6!
EMERSON CUM IN T13M
#27 HARTWELL AVE. FRONT CAP BOLT
OF FIRE HYRANT
ff El. 131.24
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132
—0-0- 4 RCP
INV.= 126.64
8" AG
133 —
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I( CONSTRUCTION MGT
(CHIEF. ENWk R NQ SECT.
CHIEF, EN ! ENY PLNG RR
BASE qNI ENGINE[R_
to
45° BEND
FIW CHV QdO.
1 CORROSION CTRL
A"TECT
133
12" D.I. FORCE MAIN
CABLE
#24 HARTWELL AVE.
z
:3
OR TEL
REMOVE EXISTING AND
MANHOLE
INSTALL NEW ASPHALT
r
CURB AS REQUIRED
im
LIMIT OF
PAVEMENT OVERLAY
REMOVE
EXISTING AND
INSTALL
NEW ASPHALT
CURB AS REQUIRED
B -21
2" RCP DRAIN GAS --o
21 —g= 11' -3"
12.0'
5' 0' 5' 10'
1"=3'
25' 0' 25' 50' 75' 100' 125'
1"=30'
MIN. COVER
AS SHOWN -
61 +00
REV
FAY, SPOFFORD 3 1HORNOIKE, INC.
LEXINGTON, MA
COORDINATION
8" AC SEWER
62 +00�
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135
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12.5 Q
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115
AFPV'0
DEPARTMENT OF THE AIR FORCE
647 SPTG / CEDE
HANSCOM AFB, MA, 01731
BASE CIVIL ENGINEERING SQUADRON
DRAWING NO
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA. <�
STA. 54 +00 TO STA. 62 +00 l a E
COMMUNICAP"
I( CONSTRUCTION MGT
(CHIEF. ENWk R NQ SECT.
CHIEF, EN ! 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 VQ MECHANICAL ENG SCALE AS NOILU
MXRD92 -0035
U46V0 AOETICT' ENERGY CONSERY. STRUCTURAL EN DRAWN BY CAP CAO PROJECT NUMBER
NCOIC , DRAFT VAULT F" RUMRER SHEET 14 OF_
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