Hanscom Sewer Force Main FST plans Sh 12 Dwg C-6

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APPROXIMATE LIMITS OF EXISTING 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. ENO �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 p60 EL. 124.25 DM A o DETAIL" DRAWING NO. GAS LINE & NET REMOVE AND REPLACE * � j/ X22 REMOVE AND REPLACE LINE ARE SUSPENDED GRANITE CURB VERT. * C -16, TYP. — BLOWOFF MANHOLE, TYP. GRANITE CURB AS S REQUIRED . * FOR DETAIL SEE THIS REQUIRED * * * * * * DRAWING AL ik STONE * * * i HEAOWALL BOTTOM OF BROOK IN 11 8^ RCP)= _ Al * GRAS 12" CMP Y. 7t .03' 118 INK= 114.62' * " * * .� /� * * tEEt H. P� A �" –? 19 RAS w Li "." 7E� P�SZ DMH#21 123 // 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 ice° OVERLAY 10 BEYOND w + 12o DYE _� DY I ID L CURB AS RE(�U Ito — _ — 4 0 TRENCH PATCH DYL T. CI c' ~ ° C8 — _ _tb — _ E r, 12" D.I. FORCE MAIN _ PVMT _ _ 2 _ lo` WF0 ' � `-.-,. � `— Z -`g MF 9 7 REM OVE EXISTING AND w/8 wfo' WF91 * pyrr93 GONG. DUCTBANK}� \ }702 °— INSTALL NEW ASPHAI-T AL * * REMOVE AND REPLACE + _ * * * BOTTOM OF BROOK GRANITE CURB VERT. * V;1101 12" D.I. FORCE MAIN o I< CURB AS RFQUIRF D * Z ELEV. = 110.01 m wA TEA LINE IS * AS REQUIRED HAY BALES AND SILT is ai '` �1 * sZs * z SUSPENDED 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 CROSS114G - -- 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 �If.�4LQ (�jOST {N EDISaN _ �3'IaVEE, ! NET ' _ i 31 120 120 °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 �I F 8 GAS 0---8" GAS 12" WATER — ACIUA� LoCA710N 2 °RCP DaAlx AS SHOWN 12" WATER I'I! Lo Y n —� U� - - 12 D.I. FORCE MAIN _ - /- — -- - -_— _ - - - -- 115 � 115 Lli -i \ W Ln \ 8.5' — 8' -4 22 z 'I 12.0' I— - - - -. _ - 110 110 37 +90 38 +00 b4r0°' 39 +00 39+G� 3 * 300�HAMMER m m ' \ \ I-, 37rv5 • N m m m ADJUST TO GRADE WITH 2 BRICK FINISHED GRADE m' m � m ,n .� � 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 3/8" 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+00 45 +00 46 +00 39rNZ40 +00 444-00' 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' lyO1NEE - -- 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 oN vLaN REY DATE DESCRIPTION .DRAWN Al A I+vO SEALED WITH MASTIC GASKET REINFORCED . FST DEPARTMENT OF THE AIR FORCE 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.C. ` RISING STEM, BR. HANSCgA AFB, MA. 01731 MTD. 200# W.O.G. rasa BASE CIVIL ENGINEERING SQUADRON n 4' -0" DIA. 1 12 D.I. PIPE PRECAST REINFORCED 1 -0 MINIMUM _ _� OUTLET THREADED AND 1 FAY, SPOFFORD ! THORNDIKE, INC. DRAWNG Nil CONCRETE MANHOLE ESE LEXINGTON, MA BARRELS PER ASTM - - CAPPED. THREAD TO I• REPAIR SEWER FORCE MAIN � 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+00 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 CHIEF. ENa C SECT. CHIEF, ENC ENV PLNG DR HAS[-- COAL NCINe1R N NOTE: MESH 2 5' 1 °' FtW CHIEF CORROSION CTRL ARCHITECT CIVIL ENGINEER G p DATE 12 AUGUST I i? S ALL LIFTING HOLES 6 "'I � 8 5' -0 DIA� " 5' 0' ° 6" SELECT GRANULAR SECTIONAL PLAN 1 =3 MEDICAL CES ENNRONMCNTIN ELECTIMAL ENO MECHANICAL ENC SCAIE AS NOIPU CL SHALL BE PLUGGED SECTION !iXRD92 wI WITH NON– SHRINK GROUT SECTION O USMO AGENCY ENERGY CONSERV. STRUCTURAL ENO DRAWN BY CAP CAO RWT PROJECT NUMPfR o MATERIAL BLOWOFF MANHOLE DETAIL - - " 25 0' 25' 50' 75' 100' 125' sllreT__12 - or NOT TO SCALE 1 =30 NCgC ,DRAFTING VAULT FILE NUMBER J LG– 221 D