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. 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' ~ ° C8 — _ _tb — _ E 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 �If.�4LQ (�jOST {N EDISaN _ �3'IaVEE, ! NET ' _ 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 -i \ W Ln \ 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