Loading...
HomeMy WebLinkAboutHanscom Sewer Force Main FST plans Sh 10 Dwg C-4O ro N n N No n No l a O N N 0 mvll D 7 II INSTRUMENTATION LABORATORY 72" RCP —� 1 ?0 12 rT X69 t o-- -o- - — o-�t- -.-_D— _ 1i � Y r W W w 8 N N r z 130 12� V) Z O 120 w J W 115 110 2 2 +0 , 22roo" 23 +00 two' 24 +00 21+00' 25 +00 6400 26 +00 "- ioo PROFILE, SCALE: HORIZ. 1 =30 VERT. 1"=3' 27 +00 z'++•• • 1 0, c l •• •• 28 +00 28c1b' - G -221D 12" 0.1. FORCE MAIN DYL 81T. CON PVMT. DYL— --- - - - - -- 123 - - - --- — ----- - - - - -- 122 - - - -z; - - -' "' - -- 121 -- T 122 ------- -_ - - - - -- ' e 14 14 " 0 WALE HAY BALES AND SILT FENCE, TYP., FOR DETAILS S SEE DRAWING NO. C -16 s \ �i{Sy 6 64000 E i� �r rn s I FRONT CAP SOLT ON HYDRANT EL, 126.13 f 124 #— - - -- -123 DYL — - U " A MHITE ARROWS _„�,+ --- 18" POND REMOVE AND REPLACE GRANITE SLOPE EDGING AS REQUIRED Ho Z� 44 4 �e q °R PLAN SCALE: 1"=30' ! AVE. G. / , E 66400 0k i \ 1 1 ,�._ . . _• i . i =--7 NF's1�39 LIMIT OF PAVEMENT OVERLAY, SEE "KEYWAY DETAIL" DRAWING NO. C -16, TYP. o DYL DYL 12" D.I._ FORCE T1F/1s.+ i A LIMIT OF RIGHT OF WAY. TYP. GA � vtl © 9 T6 w W OJ W _._ U) I o T 120�< r � 1 NEADW A S �9 I s I 130 125 V) 120 Q I.t 1 ICI 115 110 DATE_ I DESCRIPTION DRAWN APPV0 DEPARTMENT OF THE AIR FORCE 647 SPTG /CECE HANSCOM AFB, MA. 01731 BASE CIVIL ENGINEERING SQUADRO _FAY, SPOFFORD A THORNOIXE, INC. DRAVANG NO LE X ING TON, MA COORDIN REPAIR SEWER FORCE MAIN -- HANSCOM AIR FORCE BASE, MA. SAFETY CHIEF, DAM STA. 22+00 TO STA. 30 +00 cI L SECIAR CONTRACT PROGRAM. ��ttww�� NO COMMUNICATION! CONSTRUCTION MGT CHR:F, 6imiB SECT. CHIEF, E ! ENV PUJG BR BASE CIVIILENGINE FIRE CHV CORRO" CTRL ARCHITECT CIVIL ENGINEER c' TD DATE 12 AUGUST 1993 - MEDICAL ENW"IMENTAL ELECTRICAL ENO MECHANICAL END SCALE AS NOTED _ MXRD92 -00-35 USRA AGENCY ENERGY CONSERV. STRUCTURAL END DRA`A'N BY CAP CAO PROJECT NUM BER NCOIC , DRAFIRM VAULT FEE NUMBER SHEET 10 _OF 51 29 +00 zycoo' 30 +00 �1 +S5� vil i B -10 EXISTING STREET SURFACE B -1 1 ` -- ' avEQ A6ovE G" D1 %vQ 30 ( 1\ 5" 4A5- sERV, g 4WER 44 6" DI %1 24" RCP DRAIN & UAL1 xhjlm b R1 Sbwtg -- --. lklknIz MA" 5.0 18" RCP DRAIN t 7'-8" 10.0' m 00 Oi 28 16 ri 12.0' z 12.5' z 130 125 V) 120 Q I.t 1 ICI 115 110 DATE_ I DESCRIPTION DRAWN APPV0 DEPARTMENT OF THE AIR FORCE 647 SPTG /CECE HANSCOM AFB, MA. 01731 BASE CIVIL ENGINEERING SQUADRO _FAY, SPOFFORD A THORNOIXE, INC. DRAVANG NO LE X ING TON, MA COORDIN REPAIR SEWER FORCE MAIN -- HANSCOM AIR FORCE BASE, MA. SAFETY CHIEF, DAM STA. 22+00 TO STA. 30 +00 cI L SECIAR CONTRACT PROGRAM. ��ttww�� NO COMMUNICATION! CONSTRUCTION MGT CHR:F, 6imiB SECT. CHIEF, E ! ENV PUJG BR BASE CIVIILENGINE FIRE CHV CORRO" CTRL ARCHITECT CIVIL ENGINEER c' TD DATE 12 AUGUST 1993 - MEDICAL ENW"IMENTAL ELECTRICAL ENO MECHANICAL END SCALE AS NOTED _ MXRD92 -00-35 USRA AGENCY ENERGY CONSERV. STRUCTURAL END DRA`A'N BY CAP CAO PROJECT NUM BER NCOIC , DRAFIRM VAULT FEE NUMBER SHEET 10 _OF 51 29 +00 zycoo' 30 +00 �1 +S5� vil