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LIMIT OF PAVEMENT
OVERLAY, SEE "KEYWA'
DETAIL" DRAWING NO.
C -16, TYP. I
CTRBOX SMH{ i aP '
�— MH #B D— — — #40 HARTWELL Z
�L 720 - - — -- -� J13 r �* t �A — v 125 12 125 �gyt19 TYP. g„ RCP AVE.
D y —
EN — LIMIT OF RIGHT OF WAY REMOVE EXISTING A D
L1N CE �
HAY BALES AND N w A ° 2s._ - 8 7 INSTALL NEW ASPHALTI<
2 SILT FENCE, TYP -, ' ; ° C #115 HARTWELL s CURB AS REQUIRED
s� FOR DETAILS SEE �`A w PIONEER v REMOVE EXISTING AND p
s °o DRAWING N0. C -16 ? ry " °}� INSTALL NEW ASPHALT 6 g5 O �s�
PLAN CURB AS REQUIRED
SCALE: 1 =30
EXISTING GROUND SURFACE
�
EXISTING STREET SURFACE 8 -18 24
1
B-1 7
5'covER
I
TAPPING SAD D1 WITH 1" 3 s`wvfa
CORPORATION STOP INSTALLED FORCE MAIN
AT THE TOP OF THE PIPE AT " o ��p AT1 � ; s ELEC - "
THE HIGH P i T 21' RCP DRAIN WATER
43 31 eolsoNl CP DRAIN
5.0' MIN. 24" RCP GRAIN (6 DIJ� 19
,•
i COVER akimooEwsox
— — —
7 78 S78' -7" 22 _7 .0' NOT ceEw 12.0'
=:R-- 8• -7„
14 1
12.0'
* 300 HAMMER
6 +00 47 +00 48 +00
96to0' 47 4 oU 49 +00
1
2" AC SEWER
12.0'
130
- -- 1 125
- - -- 120
1n
U
Q
t.1
1
tit
115
110
105
49+00 50 +00 51 +00 52 +00
44+0 50+00, SS +oO 52+oo
PROFILE"
SCALE: HORIZ. 1 -30
VERT. 1 " =3'
�tMOF
5' 0' 5' 10' NA f ff
25' O' 25' 50' 75' 100' 125'
1 " =30'
53too
FAY, SPOFFORD R THORNOIKE, INC
LEXINGTON, MA
COORDINATION
SAFETY
CHIEF, OW
S:rWRITY
COMMUNICATIONS
CONTRACT P"AM.
CONSTRUCTION MOT
CHEF
CORROSI CTRL
MEDICAL S
ENNRONMEN
USING AGENCY
ENERGY CONSERV.
NCOIC , DRAFTING
54 +00
S4 +DU
APPJD
DEPARTMENT OF THE AIR FORCE
641 SPTG / CECE
HANSCOM AFB, MA, 01731
BASE CIVIL ENGINEERING SQUADRON
DRAWNG NO:_
REPAIR SEWER FORCE MAIN
HANSCOM AIR FORCE BASE, MA. F -A IJ
STA. 46 +00 TO STA. 54 +00 aw
CHIEF, SECT. CHIEF, ENO & ENV PLNG RR BASE CIVIL E NGINEER
ARCHITECT CIVI ENGINEER CID DATE 12 AUGUST 1993
ELECTRICAL ENO MECHANICAL ENG SC AS NOII 1?
-- MXR092 -OU SS
STRUCTURAL ENO DRABN SY CAP CAO PROJECT NUM131R_
VAULT FILE RVMRER SHEET 13 O F. -_::-
— LIMIT OF PAVEMENT
OVERLAY 10' BEYOND
TRENCH PATCH, TYP.