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130 <br />125 <br />I <br />0 <br />Z <br />O <br />F- <br />Q <br />W <br />W <br />115 <br />110 <br />105 <br />ai <br />O <br />ul <br />co <br />N <br />M <br />N <br />c <br />0 <br />h <br />a <br />N <br />N <br />I <br />J <br />0 I <br />M1 nni <br />APPROXIMATE LIMITS OF EXISTING <br />PAVEMENT TO BE REMOVED AND • , " I • <br />ARTWELL PATCHED PRIOR TO FULL WIDTH r <br />OVERLAY IN ACCORDANCE <br />C8 #112 DETAIL ON DRAWING • • <br />Mir ml • _ .1.�3 _�..L� -- -- <br />__ - • • <br />r <br />— LIMIT OF PAVEMENT <br />OVERLAY 10' BEYOND <br />TRENCH PATCH, TYP. <br />CTRBOX SMH11 aP <br />MH #B �— #40 HARTWELL Z <br />�L 720 - -- -- � — v125 t2 725 CB#l19 TYP. 6„ RCP `— AVE. <br />D y — <br />EN — LIMIT OF RIGHT OF WAY, REMOVE EXISTING A D <br />L1N CE � <br />HAY BALES AND N w A ° 2s._ - 8 7 INSTALL NEW ASPHALI.< <br />2 SILT FENCE, TYP., N ° c #115 HARTWELL s CURB AS REQUIRED <br />s� FOR DETAILS SEE �`A w PIONEER v REMOVE EXISTING AND p <br />s °o DRAWING N0. C -16 ? ry INSTALL NEW ASPHALT 6g5O <br />PLAN CURB AS REQUIRED 66 �s° <br />SCALE: 1"=30' r ° B-19 <br />EXISTING GROUND SURFACE <br />�I <br />EXISTING STREET SURFACE 8 -18 24 <br />1 <br />� <br />B-1 7 5'covER <br />I <br />TAPPING SAD D1 WITH 1" 3 s`wvfa <br />CORPORATION STOP INSTALLED D.14 FORCE MAIN <br />AT THE TOP F THE PIPE AT ELEC --o 12 „ <br />THE HIGHt—wip T 21' RCP DRAIN WATER <br />43Srou eolsoNl CP DRAIN (6 DIJ� 19 <br />5.0' MIN. 24" RCP GRAIN <br />,• <br />COVER gotmooEwsox <br />8.0' NOT ceEw 12.0' <br />=:R-- 8' -7„ <br />14 1 <br />12.0' <br />* 300 HAMMER <br />6 +00 47 +00 48 +00 <br />96to0' 474 oU 49 +00 <br />1 <br />2" AC SEWER <br />12.0' <br />49+00 50 +00 51 +00 52 +00 <br />44+0 50+00, Si +ool 52+oor <br />PROFILE" <br />SCALE: HORIZ. 1 -30 <br />VERT. 1 " =3' <br />�tMOF <br />5' 0' 5' 10' NA f IR <br />25' O' 25' 50' 75' 100' 125' <br />1 " =30' <br />53too <br />FAY, SPOFFORD MI THORNOIKE, INC <br />LEXINGTON, MA <br />COORDINATION <br />SMETY <br />CHIEF, ORM <br />S:r ;Ty <br />CONTRACT PROGRAM. <br />COMMUNICATIONS <br />CONSTRUCTION MGT <br />CHEF <br />CORROSION CTRL <br />MEDICAL S <br />ENVIRONMENTAL <br />USM AGENCY <br />ENERGY CONSERV. <br />NCOIC , DRAFTING <br />54 +00 <br />S4 +DU <br />130 <br />- -i 125 <br />- - -- 120 <br />1n <br />U <br />Q <br />hj <br />. -1 <br />tit <br />115 <br />110 <br />105 <br />APPJD <br />DEPARTMENT OF THE AIR FORCE <br />641SPTG / CECE <br />HANSCOM AFB, MA, 01731 <br />BASE CIVIL ENGINEERING SQUADRON <br />DRAWING, NO. _ <br />REPAIR SEWER FORCE MAIN <br />HANSCOM AIR FORCE BASE, MA. F -A IJ <br />STA. 46 +00 TO STA. 54 <br />CHIEF, SECT. CHIEF, ENO & ENV PLNG RR BASE CIVIL ENGINEER <br />ARCHITECT CIVIL ENGINEER CID DATE 12 AUGUST 1993 <br />ELECTRICAL ERG MECHANICAL ENG SCAIE AS NOII 1? <br />-- MXR092 —OU SS <br />STRUCTURAL ENO DRABN SY CAP CAO PROJECT NUM131R_ <br />VAULT FILE RUMRER SHEET 13 OF.- _::... . <br />