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HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 16 Dwg C-10COVER MARKED "SEWER" ROADWAY SURFACE VALVE BOX, 5 SHAFT, SLIDING TYPE. 20 "x12" TAPPING SLEEVE EXIST. 20" FORCE MAIN — TAPPING SADDLE FOR A 1" CORP. STOP HARTWELL D£RoslroR rRUsr Co. REMOVt / REPLACE BIT./ CONC. SIDEWALK AS REQUIRED-7 1 ,42� I D YL e 6 AVE. �.,,..n FF 4K FLAG PD tC 12" D.I. F 143 \" -•. D YL s 1" CORP. STOP vl STA. 74 +09.85 CONNECT 1 " TO EXIST. 20" D.I. FORCE MAIN WITH TAPPING SLEEVE AND VALVE TH VALVE BOX, SEE DETAILUA THIS DRAWING. s , OMH � N h d- e -14�_ - 149- -7 152 - --1, 12" MIN. TAPPING VALVE 12" D.I. FORCE MAIN — DETAIL NOT TO SCALE 155 150 illy N z O 1= w J W KL a 0 n N N 0 0 0 N ca j 135 130 I REMOVE NO REPLACE \ BRICK ' \\ REQUIRED L REMOVE AND REPLACE SLOPED CURB AS's lk BIT CO NC. PVMT. DYL MDpw C rRgO 7 e_ WHI 45 PAINTED INES I�� 111 LIMIT OF RIGHT OF WAY, TYP PLAN SCALE: 1"=30' LIMIT OF PAVEMENT OVERLAY, SEE "KEYWAY DETAIL" DRAWN NO. C -16, TYP. 70 +00 71 +00 /Z +UU lQroU ll✓ UO �Zt00 PROFILE SCALE: HORIZ. 1 " =30' VERT. 1 " =3' x 141 155 W� 150 Z SR S � 144 143 22 AS -BIT ? 0 01, PVA4T. NOTE: WORK OF CONNEC PION HI EXISTING FORCE MAIN IN BEDFORD ST. IS TO BE PERFORMED DURING LOW[ 5l TRAFFIC PERIOD, BE IWELN TBM 11:OOPM AND 6:00AM. TOP OF 5/8 " IRON ROD WORK PRIOR TO 7:00AM W/ YELLOW CAP, FLUSH REQUIRES VARIANCE TO III �Rd EL. 146.77 OBTAINED FROM TOWN c / MANAGER. O 147 (� _ T � "J ® 0 00 145 ® 66� ✓ e 4$ W x� 145 V) Z O J W 140 135 a ' \ 0 Q b � 1 1 f .66000 2 ° o 130 �2}2 /J'FU /YTVV 74 +09.85 { p T jFoO 5' 0' S' 10' 1 " =3' 25' 0' 25' 50' 75' 100' 125' 1"=30' REV D ATE DESCRIPTION DRAWN APPV0 DEPARTMENT OF THE AIR FORCE 847 SPTG / CECE HANSCOM AFB, MA. 01731 BASE CIVIL ENGINEERING SQUADR FAY, SPOFFORD 8: THORNOIKE, - INC. DRA`MNG -NO, LEXINGTON. MA REPAIR SEWER FORCE MAIN COORDINATION HANSCOM AIR FORCE BASE, MA. 1���� SAFETY CHIEF, O&M V� 1 CONTRACT PROGRAM STA. 70 +00 TO BEDFORD STREET c, L SECU - - - COMMUNICA CONSTRUCTION MGT CHIEF, ENGINEER , FIRE CHIEF CORROSION CTRL BEDFORD S . ELECTRICAL ERO USING AGENCY 1 1 STRUCTURAL EW NCOIC , DRAFTING VAULT EKE RUMBER S 14�50rao APPING SADDLE W1 1" BIT. CONC, SIDEWALK CORPORATION STOP I STALLED EXIST. 20" D.I. FM T THE TOP OF THE IPE AT E HIGH POINT EXISTING GROUND SURFACE- B— 2 �WATE I 15" RCP DR I MIN. COVER ON . - -- AS SHOWN 12 " 28 o 23 D 12.0' to z 70 +00 71 +00 /Z +UU lQroU ll✓ UO �Zt00 PROFILE SCALE: HORIZ. 1 " =30' VERT. 1 " =3' x 141 155 W� 150 Z SR S � 144 143 22 AS -BIT ? 0 01, PVA4T. NOTE: WORK OF CONNEC PION HI EXISTING FORCE MAIN IN BEDFORD ST. IS TO BE PERFORMED DURING LOW[ 5l TRAFFIC PERIOD, BE IWELN TBM 11:OOPM AND 6:00AM. TOP OF 5/8 " IRON ROD WORK PRIOR TO 7:00AM W/ YELLOW CAP, FLUSH REQUIRES VARIANCE TO III �Rd EL. 146.77 OBTAINED FROM TOWN c / MANAGER. O 147 (� _ T � "J ® 0 00 145 ® 66� ✓ e 4$ W x� 145 V) Z O J W 140 135 a ' \ 0 Q b � 1 1 f .66000 2 ° o 130 �2}2 /J'FU /YTVV 74 +09.85 { p T jFoO 5' 0' S' 10' 1 " =3' 25' 0' 25' 50' 75' 100' 125' 1"=30' REV D ATE DESCRIPTION DRAWN APPV0 DEPARTMENT OF THE AIR FORCE 847 SPTG / CECE HANSCOM AFB, MA. 01731 BASE CIVIL ENGINEERING SQUADR FAY, SPOFFORD 8: THORNOIKE, - INC. DRA`MNG -NO, LEXINGTON. MA REPAIR SEWER FORCE MAIN COORDINATION HANSCOM AIR FORCE BASE, MA. 1���� SAFETY CHIEF, O&M V� 1 CONTRACT PROGRAM STA. 70 +00 TO BEDFORD STREET c, L SECU - - - COMMUNICA CONSTRUCTION MGT CHIEF, ENGINEER , FIRE CHIEF CORROSION CTRL ARCHITECT MEDICAL. S ENVIRONMENTAL ELECTRICAL ERO USING AGENCY ENERGY CONSERV. STRUCTURAL EW NCOIC , DRAFTING VAULT EKE RUMBER SECT. CHIEF, EN EN V PL 8R B ASE SMG INIJR CIVIL ENGINEER r- TV> DATE 12 AUG 1993 MECHANICAL ENC SCALE AS WIT D MXRD92- 6035 - - -- DRARN BY CAP /CAO /DBR PROJECT NUMBER - SKEET t6 _ OF }I I G -7�1r1