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PAVEMENT TO BE REMOVED AND W 70
Ca t L 1 + ` 1 e
PATCHED PRIOR TO FULL WIDTH �M tcJ END I w N
HARTWELL OVERLAY IN ACCORDANCE WITH FRONT CAP BOLT ON AVE. how �q �ry� 3 N LIMIT OF PAVEMEN r
o, o DETAIL ON DRAWING NO. C -16 TYP. FIRE HYDRANT J WF111S� ^ i OVERLAY, SEE KEYWAY
ss p6 EL. 124.25 DM A o DETAIL" DRAWING NO.
GAS LINE & NET EMOVE AND REPLACE * � j/ X22
REMOVE AND REPLACE G RANITE CURB VERT. * �� C -16, TYP.
LINE ARE SUSPENDED
— BLOWOFF MANHOLE, TYP.
GRANITE CURB AS S REQUIRED . * FOR DETAIL SEE THIS * ^,1 15 ¢ Q
REQUIRED * * * *
* * DRAWING AL ik
STONE * * * i
HEAOWALL BOTTOM OF BROOK IN 11 8^ RCP)= _ A * GRAS
12" CMP Y. 7t .03' 118
INK= 114.62' * " * * .� /�
* * tEEt H. P� A �" –? 19 RAS w
Li "." 7E� P�SZ DMH#21 12 E 66 °° m uj
N — <-15" RcP OVE EXISTING AND YL LIMIT OF PAVEMENT
w W-- _ ,w - =w - -- O "' M1 DYL 122 DYL — INSTALL NEW ASPHALT ����� D Q i ce ° OVERLAY 10 BEYOND w +
12o DYE T. _� DY I I D L CURB AS RE(�U Ito — _ — 4 0 TRENCH PATCH
DYL C c' ~
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r, 12" D.I. FORCE MAIN _ PVMT
_ _ 2 _ lo` WF0 ' � `-.-,. � `— X ?a Z
MF 9 7 REMOVE EXISTING AND
w /8 wfo' WF91 * *F/93 GONG. DUCTBANK}� ,� \ }702 °- °.�q INSTALL NEW ASPHAI-T
AL Al * REMOVE AND REPLACE +
_ * * * BOTTOM OF BROOK GRANITE CURB VERT. AL V; 12" D.I. FORCE MAIN o �� CURB AS RFC�UIRF D
* Z ELEV. = 110.01 m wA TEA LINE IS * AS REQUIRED HAY BALES AND SILT is
ai '`
susP
�1 * s * z SUSPE FENCE, TYP., FOR DETAILS J
PLAN
LIMITS OF RIGHT OF WAY, TYP. RESTRAINED JOINT PIPE SCALE: 1 " =30 SEE DRAWING NO. C -16. o°
KILN BROOK CROSSI G
- -- 125
FOR DETAILS SEE - " --
125 TAPPING SADDLE WITH 1" DRAWING N0. C -18 B — �� _
CORPORATION STOP INSTALLED -� -
AT THE TOP OF THE PIPE AT B-15 ¢ ci EXISTING STREET SURFACE —
THE HIGH POINT 0 z z _
O Z
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i 31 i
120 °i TELEPHONE n 12 RCP DR IN 8" AC SEWER 4" a ww� p_
" C) TELEPHONE 12" RCP d WATER
12 RCP DRAIN 37 DRAIN Ln MIN. COVER F 8 GAS 0--- GAS
— A " 12" WATER
CIUA� LoCA7 2 ° RCP DaAlx AS SHOWN 12" WATER I'I! Lo Y n — U�
- - 12 D.I. FORCE MAIN _ —
/- — -- - -_— _ - - - -- 115
� 115
Lli
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8.5' — 8 ' -4
22
z 'I 12.0' I — - - - -. _ - 110
110 37 +90 38 +00 b4r0°' 39 +00 39+� 3 \ G
* 300�HAMMER m m
' I - 37rv5 • N m m m \ ADJUST TO GRADE WITH 2 BRICK FINISHED GRADE m' m � m , .� � N N COURSES MINIMUM, 4 BRICK I 13.0' Ci ,r COURSES MAXIMUM WITH 3/8" WATERTIGHT FRAME AND 3 0= 14
aj � � � a MORTAR JOINTS. BED FRAME COVER LEBARON LBW 328, o z m Of " m m > o o a > o
N FULL 3/ MINIMUM 3" NEENAH FOUNDRY CO. m I �j 16 = -t 1 `'i ? z = �— _ = m _ _
g
MORTAR BED 6 OR EQUAL. 105 – — uo +Da' 41 +00 91f00' 42 +00 414 43 +00 44+0 45 +00 4 6 +00
39rNZ40 +00 44 4-00' 115 t-0o'
43too
COAT OUTSIDE WITH 1" POINT UP BRICKWORK
CEMENT MORTAR TO 4" ON THE INSIDE PROFILE
BELOW TOP OF PRECAST 8" 2' -6 8 2' -6" MANHOLE 2' MIN. ANNULAR SPACE, HORIZ. 1 " =30' ly O1NEE - --
2', 3', OR (4' PREFERRED) OPENING ABOVE— FILL WITH NON –S RINK GROUT SCALE: PERT. 1 " =3'
MANHOLE JOINT SHALL BE Nntc rta WIt ?4 -4I +3B o vLaN m DATE DESCRIPTION .DRAWN Al A I+vO
SEALED WITH MASTIC GASKET REINFORCED . FST DEPARTMENT OF THE AIR FORCE
WITH
PER FED. SPEC. SS –SS -210 _ POLYPROPYLENE STEPS, 4 –GATE VALVE WITH `K T SC SPTG / A. 0 --
TYPE 1, 1 -1/4 0 CAST IN MANHOLE 12'O.. RISING STEM BR.
HANSCgA AFB, MA. 01731
C
MTD. 200# W.O.G. rasa BASE CIVIL ENGINEERING SQUADRON
n 4' -0" DIA. 1 12 D.I. PIPE
1 -0 MINIMUM _ _� READED AND
1 FAY, SPOFFORD ! THORNDIKE, INC. DRAWNG Nil
PRECAST REINFORCED OUTLET THREADED
CONCRETE MANHOLE ESE LEXINGTON, MA
- - CAPPED. THREAD TO I• REPAIR SEWER FORCE MAIN
BARRELS PER ASTM �
o PRECAST CONFORM TO NAT'L o COORDINATION HANSCOM AIR FORCE BASE, MA.
C- 478 - -- F STD. HOSE THREAD
6' — REINFORCED CONC. SAFETY CHIEF, DIM
MANHOLE BASE
4--90* ELBOW 4 -90' ELBOW
6 4 D.I. OUTLET CONCRETE SUPPORT STA. 37 +90 TO STA. 46+0
SECURI CONTRACT PROGRAM.
2 – #4 E.W. IN
° ADDITION TO WIRE 12" D.I. FORCE MAIN - -/1 12"x`12"0" TEE COMMUNICATIONS CONSTRUCTION MGT CH ENa C SECT. CHIEF, ENC ENV PLNG DR HAS COA NCINe1R
N NOTE: MESH 2 5 ' 1 °' FtW CHIEF CORROSION CTRL ARCHITECT CIVIL ENGINEER G p DATE 1 2 AUGUST I i? S
ALL LIFTING HOLES 6 "'I � 8 5' -0 D " 5' 0'
° 6" SELECT GRANULAR SECTIONAL PLAN 1 =3 MEDICAL CES ENNRONMCNTIN ELECTRICAL ENO MECHANICAL ENC SCAIE AS NOIPU
CL SHALL BE PLUGGED SECTION !iXRD92 ("I WITH NON– SHRINK GROUT SECTION O USMO AGENCY ENERGY CONSERV. STRUCTURAL PROJECT NUMP
ENO DRA BY CAP C A O RWT fR
o MATERIAL
BLOWOFF MANHOLE DETAIL — —
" 25 0' 25' 50' 75' 100' 125' sllreT__ - or
NOT TO SCALE 1 =30 NCgC ,DRAFTING VAULT FILE NUMBER
J
LG– 221 D